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HomeMy WebLinkAboutCC - March 1, 20221685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, March 1, 2022 Call to Order — 7:00 p.m. Pledge of Allegiance Resident Forum Agenda Approval 1. Approval of Minutes (2/15/22 Regular) Consent Items 2. Approve Payment of Claims — Finance 3. Approve Appointment —Full-time Building Supervisor - Administration 4. Approve Appointment — Receptionist/Building Permit Technion —Administration 5. Order Feasibility Report/23-2/2023 Street Reconstruction —Engineering 6. Approve Fields of Winslow Cove Final Plat - Planning Discussion Items 7. Hold Public Hearing: Vacation of Drainage and Utility Easement — 15370 Eldorado St NW — Thomas Schnack (Applicant) — Planning 8. Hold Public Hearing: Vacation of Drainage and Utility Easement — 4452 167`h Ave NW — Lot 13 Block 2 Meadows at Petersen Farms- JD Andover Holdings, LLC (Applicant) —Planning 9. Consider Lot Split Request — PIN 17-32-24-13-0007; 3415 163rd Ln NW — (Applicant — Rachel Humnick and Jaime Humnick) - Planning 10. Consider Preliminary Plat Request —PIN 17-32-24-13-0007; 3415 163 d Ln NW (Parcel B) — (Applicant — Rachel Humnick and Jaime Humnick) - Planning 11. Consider Conditional Use Permit Amendment Request - PIN 16-32-24-23-0007; 3017 161" Avenue NW — (Applicant — Pyramid Network Services) — Planning 12. Discuss/Consider Approval — Updated Precinct Boundaries and Polling Locations —Administration Staff Items 13. Administrator's Report — Administration Mayor/Council Input Adjournment AC I T Y 0 F N Db 06 V E9 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City Administrato FROM: Michelle Hartner, Deputy City Clerk SUBJECT: Approval of Minutes DATE: March 1, 2022 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration, and submitted for City Council approval: February 15, 2022 Regular DISCUSSION The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfully submitted, Michelle Hartner Deputy City Clerk Attach: Minutes 2 0 6 REGULAR ANDOVER CITY COUNCIL MEETING —FEBRUARY l5, 2022 7 MINUTES 9 10 The Regular Bi -Monthly Meeting of the Andover City Council was called to order by Mayor Sheri 11 Bukkila, February 15, 2022, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, 12 Andover, Minnesota. 13 14 Councilmembers present: Jamie Barthel, Ted Butler, and Randy Nelson 15 16 Councilmembers absent: 17 18 Also present: 19 20 21 22 23 PLEDGE OF 24 25 26 27 28 29 30 31 32 33 34 MEET THE DEPUTIES Valerie Holthus City Administrator, Jim Dickinson Public Works Director/City Engineer, Dave Berkowitz Community Development Director, Joe Janish Others E Chief Halweg came forward and spoke to the Council about the long-standing relationship between the Countyand the City. Commander Lenzmeier came forward and summarized the patrol services the Sheriffs Department provides to Andover. Commander Lenzmeier introduced the deputies serving Andover in 2022 and the shifts they work. Mayor Bukkila thanked the Deputies for their service to Andover. RESIDENT FORUM 35 Dan Anderson, Crooked Lake Area Association Board Member, came forward and stated the board 36 advocates for Crooked Lake. He provided an update to the Council on the condition of the lake 37 and announced the lake was graded at an A. Mr. Anderson thanked the Council for their support. 38 He explained the events the board conducts, including a 4`h of July boat parade and a winter ice 39 carousel. 40 Regular Andover City Council Meeting Minutes — February 15, 2022 Page 2 1 AGENDA APPROVAL 2 3 Mayor Bukkila announced the addition of Item 14A — Approve Extension of Liquor License — 4 Beef O'Brady's. 5 6 Motion by Butler, Seconded by Barthel, to approve the Agenda as amended. Motion carries 4 ayes, 7 1 absent (Holthus). 8 9 APPROVAL OF MINUTES 10 11 January 19, 2022 Special Meeting Minutes 12 February 2, 2022 Regular Meeting Minutes 13 14 Motion by Nelson, Seconded by Butler, to approve the January 19, 2022 Special Meeting minutes 15 and the February 2, 2022 Regular Meeting minutes as presented. Motion carries 4 ayes, 1 absent 16 (Holthus). 17 18 CONSENT ITEMS 19 20 Item 2 Approve Payment of Claims 21 Item 3 Award Bid/22-2/2022 Street Reconstruction (See Resolution R013-22) 22 Item 4 Approve Massage Therapist License 23 Item 5 Approve Resolution/Authorizing to Apply to the MNDNR for Funding/22-06/Kelsey 24 Round Lake Park Boardwalk Replacement (See Resolution R014-22) 25 Item 6 Approve Resolution/Authorizing to Apply to the MNDNR for Funding/22-19/Dalske 26 Woodlands Preserve Pedestrian Crossing (See Resolution R015-22) 27 Item 7 Order Improvement/Order Plans & Specs/22-26/City Hall Parking Lot Reconstruction 28 (See Resolution R016-22) 29 Item 8 Order Feasibility Report/21-39/1615 Avenue NW & Tulip Street NW Reconstruction 30 (See Resolution R017-22) 31 Item 9 Approval of the Standard Allowance of American Rescue Plan Act Funding Reporting Regular Andover City Council Meeting Minutes – February 15, 2022 Page 3 1 Requirements (See Resolution R018-22) 2 Item 10 Approve Appointment—Senior Engineering Technician 3 Item 11 Receive January 2022 City Investment Reports 4 Item 12 Declare Surplus Equipment 5 Item 13 Approve Application for Exempt Permit 6 Item 14 Approve Appointment —Assistant Facility Manager 7 Item 14A Approve Extension of Liquor License – Beef O'Brady's 8 9 Motion by Butler, Seconded by Nelson, to approve the Consent Agenda as read. Motion carries 4 10 ayes, 1 absent (Holthus). 11 12 ANOKA COUNTYSHERIFFS OFFICE MONTHL Y REPOR T 13 14 Commander Lenzmeier provided a monthly report for January 2022, reporting 1,122 calls for 15 service. He reported 10 misdemeanor arrests, 3 gross misdemeanor arrests, 6 felony arrests, and 4 16 DWIs. He noted a theft at Walmart where bystanders assisted a female whose purse was stolen. 17 Commander Lenzmeier stated they have seen 142 vehicle thefts, a significant increase from 2019. 18 He reported 188 traffic stops with 51 citations. He announced the Polar Plunge event on February 19 26`h at 1:00 p.m. at Crooked Lake. Commander Lenzmeier stated the County has resources for 20 those struggling with mental health. Residents can call 911 or the non -emergency number 763- 21 427-1212. Commander Lenzmeier announced that Anoka County has a mobile crisis unit through 22 Canvas Health that can respond to mental health crises and residents can call 763-755-3801 to 23 access the unit. Mayor Bukkila thanked Commander Lenzmeier for bringing forth mental health 24 resources. 25 26 Mayor Bukkila stated she has changed the settings on her vehicle's key fob so it only unlocks one 27 door instead of all four. She stated another security measure is to disable the headlights and horn 28 from beeping, so your destination point is not announced as you approach your vehicle. 29 30 CONSIDER REZONING REQUEST — AMEND ZONING BOUNDARIES BETWEEN 31 NEIGHBORHOOD BUSINESS (NB) AND MULTIPLE DWELLING (M-2) ZONING 32 DISTRICTS WITHIN PARCEL — PIN 30-32-24-43-0018, UNADDRESSED PARCEL — 33 BLAINE WATERS, QUEST DEVELOPMENT (APPLICANT— LGA ANDOVER LLC) 34 35 The City Council is requested to consider amending the zoning boundaries for Neighborhood 36 Business and Multiple Dwelling for a parcel located at Bunker Lake Boulevard and 7`h Avenue. 37 Community Development Director Janish explained the rezoning request modifies the boundary 38 of the parcel to have neighborhood business on the west side of Inca Street. Mr. Janish presented 39 the reasons for the rezoning as written in the staff report. He noted the Planning and Zoning Regular Andover City Council Meeting Minutes – February 15, 2022 Page 4 1 Commission held a public hearing and recommended approval of rezoning the parcel. 2 3 Motion by Barthel, Seconded by Butler, to adopt Ordinance No. 528 , amending City Code Title 4 12-3-4, Zoning District Map of the City of Andover for PIN 30-32-24-43-0018. Motion carries 4 5 ayes, 1 absent (Holthus). 6 7 CONSIDER REQUESTFOR PRELIMINARYPLAT TITLED "ANDOVER CROSSINGS" - 8 PIN 30-32-24-43-0018, UNADDRESSED PARCEL — BLAINE WATERS, QUEST 9 DEVELOPMENT (APPLICANT— LGA ANDOVER LLC) 10 11 The City Council is requested to consider a preliminary plat for Andover Crossings. Community 12 Development Director Janish described the plat with 2 residential lots and 4 commercial lots. Mr. 13 Janish identified the access points and utilities. He stated the Park and Recreation Commission 14 recommended cash -in -lieu of land for park dedication requirements. Mr. Janish reported the 15 Planning and Zoning Commission conducted a public hearing and unanimously recommended 16 approval of the preliminary plat. He noted the Planning and Zoning Commission had concerns 17 about traffic and parking for the assisted living facility. 18 19 Councilmember Barthel asked if the intersection of Inca Street and Bunker Lake Boulevard is in 20 line with the development to the south. Mr. Janish stated it is not in line, it is offset to prevent 21 direct crossing traffic. 22 23 Councilmember Nelson asked how much parking is available for the assisted living facility. Mr. 24 Janish stated City Code calls for 1 stall per unit with 50 percent shown as proof of parking. He 25 noted that the assisted living facility has 27 proposed stalls and 5 in proof of parking. 26 27 Councilmember Butler stated the development has undergone a long process and thanked staff and 28 the Planning and Zoning Commission for their work. 29 30 Motion by Butler, Seconded by Nelson, to adopt Resolution No. R019-22 approving the 31 preliminary plat of Andover Crossings. Motion carries 4 ayes, 1 absent (Holthus). 32 33 SCHEDULE LOCAL BOARD OF APPEAL AND EQ UALIZA TION MEETING 34 35 The City Council is requested to schedule the Local Board of Appeal and Equalization Meeting. 36 37 Motion by Butler, Seconded by Nelson, to schedule the Local Board of Appeal and Equalization 38 on Monday, April 18, 2022 at 7:00 p.m. Motion carries 4 ayes, 1 absent (Holthus). Regular Andover City Council Meeting Minutes — February 15, 2022 Page 5 1 ADMINISTRATOR'S REPORT 2 3 City Staff updated the Council on the administration and city department activities, legislative 4 updates, updates on development/CIP projects, and meeting reminders/community events. 5 6 (Administration) Mr. Dickinson informed the Council of meetings he is attending. The City is at 7 12 new home permits year to date. He continues to work with the MPCA and is monitoring 8 legislation at the Capitol. Mr. Dickinson stated redistricting has been decided by the Courts and 9 Andover will have 3 Representatives, 2 Senators, and precincts will need to be shifted. He 10 announced a 6:00 p.m. workshop meeting on March 1, 2022 to discuss redistricting. 11 12 Councilmember Barthel asked how confident staff is that they can have polling sites without 13 multiple ballots. Mr. Dickinson explained there is one site that will have two ballots, Precinct 6. 14 He stated it is going to be challenging to match precincts and polling locations, but we would like 15 to minimize the changes. 16 17 Councilmember Barthel announced the redistricting takes effect this election season and residents 18 will need to see if their polling location has changed. Mr. Dickinson stated residents will get a 19 notification by mail identifying their polling location. 20 21 Mr. Dickinson stated the City is working on emergency management response and situational 22 scenarios. He noted a requirement for Federal Funding is having staff and Council trained. Staff 23 are coordinating training for the month of March, since there are five Tuesdays in that month this 24 year. 25 26 (Public Works) Mr. Berkowitz announced the City is hosting a meet and greet with the athletic 27 associations on February 17, 2022. The Veterans Memorial Dedication Ceremony will be held on 28 May 21, 2022. Councilmember Barthel has agreed to be the emcee and the committee is lining up 29 speakers. Staff have sent out requests for pictures and stories for the veterans on the plaques. Staff 30 are working on a detailed plan review for spring and summer construction. The Street 31 Reconstruction bid came in $200,000 under the estimate. Other projects this year include 32 reconstructing City Hall parking lot and painting water tower 2. 33 34 (Community Development) Mr. Janish stated the Planning & Zoning Commission is working on 35 Code amendments. The North Suburban Home Show will be held on March 12, 2022 at the 36 Andover Community Center. 37 2 0 Regular Andover City Council Meeting Minutes — February 15, 2022 Page 6 MAYOR/COUNCIL INPUT ADJOURNMENT Motion by Barthel, Seconded by Nelson, to adjourn. Motion carnes 4 ayes, 1 absent (Holthus). The meeting adjourned at 8:01 p.m. Respectfully submitted, 10 Shari Kunza, Recording Secretary 11 TimeSaver OffSite Secretarial, Inc. 12 13 Regular Andover City Council Meeting Minutes – February 15, 2022 Page 7 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES – FEBRUARY 15, 2022 TABLE OF CONTENTS PLEDGEOF ALLEGIANCE......................................................................................................... 1 MEETTHE DEPUTIES................................................................................................................. 1 RESIDENTFORUM...................................................................................................................... 1 AGENDAAPPROVAL.................................................................................................................. 2 APPROVALOF MINUTES........................................................................................................... 2 CONSENTITEMS......................................................................................................................... 2 Item 2 Approve Payment of Claims............................................................................................ 2 Item 3 Award Bid/22-2/2022 Street Reconstruction (R013-22) ................................................. 2 Item 4 Approve Massage Therapist License............................................................................... 2 Item 5 Approve Resolution/Authorizing to Apply to the MNDNR for Funding/22-06/Kelsey Round Lake Park Boardwalk Replacement (R014-22) ................................................... 2 Item 6 Approve Resolution/Authorizing to Apply to the MNDNR for Funding/22-19/Dalske Woodlands Preserve Pedestrian Crossing(R015-22)...................................................... 2 Item 7 Order Improvement/Order Plans & Specs/22-26/City Hall Parking Lot Reconstruction (R016-22)......................................................................................................................... 2 Item 8 Order Feasibility Report/21-39/1615 Avenue NW & Tulip Street NW Reconstruction (R017-22)......................................................................................................................... 2 Item 9 Approval of the Standard Allowance of American Rescue Plan Act Funding Reporting Requirements(R018-22).................................................................................................. 2 Item 10 Approve Appointment—Senior Engineering Technician ................................................ 3 Item 11 Receive January 2022 City Investment Reports.............................................................. 3 Item 12 Declare Surplus Equipment............................................................................................. 3 Item 13 Approve Application for Exempt Permit......................................................................... 3 Item 14 Approve Appointment —Assistant Facility Manager ..................................................... 3 Item 14A Approve Extension of Liquor License – Beef O'Brady's.............................................. 3 ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT ................................................ 3 CONSIDER REZONING REQUEST — AMEND ZONING BOUNDARIES BETWEEN NEIGHBORHOOD BUSINESS (NB) AND MULTIPLE DWELLING (M-2) ZONING DISTRICTS WITHIN PARCEL — PIN 30-32-24-43-0018; UNADDRESSED PARCEL — BLAINE WATERS, QUEST DEVELOPMENT (APPLICANT — LGA ANDOVERLLC) (Ord. 528).......................................................................................... 3 CONSIDER REQUEST FOR PRELIMINARY PLAT TITLED "ANDOVER CROSSINGS" — PIN 30-32-24-43-0018; UNADDRESSED PARCEL—BLAINE WATERS, QUEST DEVELOPMENT (APPLICANT — LGA ANDOVER LLC) (R019-22) ..................... 4 SCHEDULE LOCAL BOARD OF APPEAL AND EQUALIZATION MEETING ..................... 4 ADMINISTRATOR'S REPORT.................................................................................................... 5 (Administration).............................................................................................................................. 5 (Public Works)................................................................................................................................ 5 (Community Development)............................................................................................................ 5 Regular Andover City Council Meeting Minutes — February 15, 2022 Page 8 MAYOR/COUNCIL INPUT.......................................................................................................... 6 ADJOURNMENT........................................................................................................................... 6 Y O F OVE. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrator FROM: Lee Brezinka, Finance Manager v SUBJECT: Payment of Claims DATE: March 1, 2022 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. DISCUSSION Claims totaling $298,924.94 on disbursement edit list #1-5 from 02/14/2022 to 02/25/22 has been issued and released. Claims totaling $76,688.37 on disbursement edit list #6 dated 03/01/2022 will be issued and released upon approval. BUDGET IMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $375,613.31. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, Lee Brezinka Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 02/15/2022- 9:28AM Batch: 00414.02.2022 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AnkCo13 Anoka Co License Center Check Sequence: 1 ACH Enabled: False 2022-2024 2 Yr License Tab Renewal (2022-2024) 1,196.25 02/14/2022 6100-48800-61415 Check Total: 1,196.25 Vendor: LRRWMO LRRWMO Check Sequence: 2 ACH Enabled: False Application Fee Pine Hills No Wetland Restor 75.00 02/14/2022 010145500-63005 Escrow Pine Hllls No Wetland Rester 1,000.00 02/14/2022 0101-45500-63005 Check Total 1,075.00 Vendor: LRRWMO LRRWMO Check Sequence: 3 ACH Enabled: False Application Fee Pine Hills No Wetland Restor 100.00 02/14/2022 0101-45500-63005 Ecrow Deposit Pine Hllls No Wetland Restor 700.00 02/14/2022 0101-45500-63005 Check Total 800.00 Total for Check Run: 3,071.25 Total of Number of Checks: 3 AP -Computer Check Proof List by Vendor (02/15/2022 - 9:28 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 02/18/2022 - 12:08PM Batch: 00418.02.2022 NDQVER Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3M 3M Check Sequence: 1 ACH Enabled: False 9414904478 3M ElectroCut Film for Signs 306.00 02/18/2022 0101-43300-61030 Check Total: 306.00 Vendor: AceSolid Ace Solid Waste, Inc. Check Sequence: 2 ACH Enabled: False 7540869T067 02/22 Commercial Waste 1,419.03 02/18/2022 2130-44000-62020 75450277067 02/22 Rental Property Garbage Service 320.31 02/18/2022 4520-49300-62020 7546283T067 02/22 Rental Property Garbage Service 138.57 02/18/2022 452049300-62020 Check Total: 1,877.91 Vendor: Akerpoor AKER Doors, Inc. Check Sequence: 3 ACH Enabled: False 19264 Door Hinge & Long Stem Roller 16.77 02/18/2022 0101-41930-61130 19503 Service Call to Adjust Door 159.00 02/18/2022 0101-41920-63105 19870 Service Call to Adjust Door & Opener 159.00 02/182022 0101-41930-63105 Check Total: 334.77 Vendor: Allinal Allina Health System Check Sequence: 4 ACH Enabled: False C100015942 First Responder Training Class 1,498.33 02/18/2022 0101-42200-63010 Check Total: 1,498.33 Vendor: AmazonBu Amazon Capital Services Check Sequence: 5 ACH Enabled: False IQIK-VL7J-DQQI Ergonomic Super Task Chair 194.95 02/18/2022 2130-44000-61020 IQJM-QMD4-3X6V Laundry Detergent 56.24 02/18/2022 213044000-61020 Check Total: 251.19 Vendor: AndBaseb Andover Baseball Association Check Sequence: 6 ACH Enabled: False 25806 Refund Deposit for Truckster 350.00 02/18/2022 0101-00000-24201 Check Total: 350.00 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AnkCity City of Anoka Check Sequence: 7 ACH Enabled: False INVO1148 Traffic Signal @ Bunker & 7th Ave 28.81 02/18/2022 0101-43400-62005 Check Total: 28.81 Vendor: AnkChamb Anoka Area Chamber of Commerce Check Sequence: 8 ACH Enabled: False 29162 State of Cities Monthly Luncheon 100.00 02/18/2022 2110-46500-61310 Check Total: 100.00 Vendor: AnkHenn Anoka -Henn. Ind. Dist. #I1 Check Sequence: 9 ACH Enabled: False Escrow Andover HS 2018 Expansion 202.44 02/18/2022 7200-00000-24207 Interest Andover HS 2018 Expansion 0.59 02/18/2022 7200-41400-56910 Check Total: 203.03 Vendor: AspenMil Aspen Mills Check Sequence: 10 ACH Enabled: False 288416 Uniform for R. Sahlberg 275.50 02/18/2022 0101-42200-61305 288652 Rubber Boots for Will Shone 198.00 02/18/2022 0101-42200-61305 Check Total: 473.50 Vendor: Astlefor Astleford International Trucks Check Sequence: l l ACH Enabled: False OIP62384 Valve Kit for Unit #205 283.05 02/18/2022 6100-48800-61115 Check Total: 283.05 Vendor: BamRea1E BAM Real Estate Check Sequence: 12 ACH Enabled: False 1-2022 January 2022 Management Service 2,424.60 02/18/2022 4520-49300-63010 1-2022 January 2022 Reimbursements 845.75 02/18/2022 4520-49300-63105 Check Total 3,270.35 Vendor: BMI BMI Check Sequence: 13 ACH Enabled: False 2166254 2022 License - Billing 441967550 391.00 02/18/2022 2130-44300-61320 Check Total: 391.00 Vendor: BoyerTm Boyer Trucks Check Sequence: 14 ACH Enabled: False 007P25795 Sender - Fuel Level for Unit #201 103.65 02/18/2022 6100-48800-61115 Check Total: 103.65 Vendor: CedMFrid Cedar Management, Inc Check Sequence: 15 ACH Enabled: False 01/22 Mgmt Fees January 2022 Management Fees 200.00 02/18/2022 4520-49300-63010 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 3 Check Total: 200.00 Vendor: Centerpt CenterPoint Energy Check Sequence: I6 ACH Enabled: False 10809697-5 2543 Bunker Lk Blvd (4-plex) 351.02 02/18/2022 4520-49300-62015 10809697 11078651-4 Vehicle Maint Bldg 3,848.09 02/18/2022 6100-48800-62015 11078651-4 11078654-8 Cold Storage 834.98 02/18/2022 0101-41940-62015 11078654-8 11369721-3 2621 BunkerLkBIvd MAIN(4-plex) 331.84 02/18/2022 4520-49300-62015 11369721 11369722-1 2607 BUnkcrLkBlvd MAIN(4-plcx) 290.33 02/18/2022 4520-49300-62015 11369722 11527322-9 2513 Bunker Lk Blvd (Duplex) 23.57 02/18/2022 4520-49300-62015 11527322 58259524 Equipment Building 405.61 02/18/2022 0101-41950-62015 5825952 5840270-2 Water Treatment Plant 3,576.37 02/18/2022 5100-48100-62015 5840270 5840341-1 Prairie Knoll Park 81.02 02/18/2022 0101-41990-62015 5840341 5841153-9 Fire Station #1 1,407.88 02/18/2022 0101-41920-62015 5841153 5841451-7 Fire Station#2 1,161.85 02/18/2022 0101-41920-62015 5841451 5852601-3 Fire Station#3 1,525.47 02/18/2022 0101-41920-62015 5852601 5864630-8 Pumphouse #4 109.62 02/18/2022 510048100-62015 5864630 5883191-8 Sunshine Park 320.00 02/18/2022 0101-41970-62015 5883191 5893307-8 Well #1 165.61 02/18/2022 5100-48100-62015 5893307 5907226-4 Pumphouse46 80.27 02/18/2022 510048100-62015 5907226 5927939-8 Pumphouse#7 152.76 02/18/2022 5100-48100-62015 5927939 5945463-7 Well #3 119.68 02/18/2022 5100-48100-62015 5945463 5950580-0 City Hall/Senior Center 1,484.73 02/18/2022 010141910-62015 5950580 6122874-8 Lift Station #4 18.73 02/18/2022 520048200-62015 6122874 6402167055-5 Lift Station#10 28.16 02/18/2022 5200-48200-62015 6402167055 6402417246-8 2527 BunkerLkBlvd MAIN(4-plex) 13.17 02/18/2022 4520-49300-62015 6402417246 6402418666-6 2527 Bunker LkBlvd#4(4-1)lcx) 89.42 02/18/2022 452049300-62015 6402418666 6402474382-1 2556138th Ave MAIN(4-plex) 375.69 02/18/2022 452049300-62015 6402474382 6402630849-0 2542 138th Ave #3 (4-plex) 58.94 02/18/2022 4520-49300-62015 6402630849 7575198-2 ASN Ballfields 379.19 02/18/2022 010141980-62015 7575198 7725077-7 Lift Station #1 17.84 02/18/2022 5200-48200-62015 7725077 8743371-0 Warming House 148.03 02/18/2022 0101-45000-62015 8743371 Check Total: 17,399.87 Vendor: ChetsSho Chet's Shoes, Inc. Check Sequence: 17 ACH Enabled: False 51736 Safety Boots Jeff Okerstrom-Back Ordered 178.49 02/18/2022 0101-45000-61020 Check Total 178.49 Vendor: CintasGK Cintas Corp - Cintas Loc #16K Check Sequence: 18 ACH Enabled: False 4110462281 Floor Mat Rental 38.25 02/18/2022 0101-41930-62200 4110462290 Floor Mat Rental 40.08 02/18/2022 0101-41910-62200 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 4110462383 Uniform Cleaning & Shop Towels 93.58 02/18/2022 6100-48800-61020 4110462593 Uniform Cleaning 137.24 02/18/2022 0101-43100-61020 4110462593 Uniform Cleaning 19.62 02/18/2022 0101-43300-61020 4110462593 Uniform Cleaning 78.40 02/18/2022 010145000-61020 4110462593 Uniform Cleaning 19.61 02/18/2022 5100-48100-61020 4110462593 Uniform Cleaning 39.20 02/18/2022 5200-48200-61020 Check Total: 465.98 Vendor: CMTDiver CMT Janitorial Services Check Sequence: 19 ACH Enabled: False 3745 Monthly Cleaning Service 1,257.88 02/18/2022 0101-41910-63010 3745 Monthly Cleaning Service 1,043.12 02/18/2022 0101-41930-63010 3745 Monthly Cleaning Service 460.20 02/18/2022 0101-41920-63010 3745 Monthly Cleaning Service 306.80 02/18/2022 6100-48800-63010 Check Total: 3,068.00 Vendor: Colonial Colonial Life & Accident Check Sequence: 20 ACH Enabled: False 71567060201051 February 2022 Premium - E7156706 283.41 02/18/2022 0101-00000-21210 Check Total: 283.41 Vendor: CorvalCo Corval Constructors, Inc Check Sequence: 21. ACH Enabled: False 873970 Repair the PVI Boiler 927.80 02/18/2022 2130-44000-63105 Check Total: 927.80 Vendor: DclPaint Deluxe Painting LLC Check Sequence: 22 ACH Enabled: False 20702 Rental Property Patch Holes & Paint 445.00 02/18/2022 4520-49300-63105 Check Total: 445.00 Vendor: DiamMow Diamond Mowers, Inc. Check Sequence: 23 ACH Enabled: False 0212827 -IN Parts for Unit #13-115 496.23 02/18/2022 610048800-61115 Check Total: 496.23 Vendor: ECM ECM Publishers, Inc. Check Sequence: 24 ACH Enabled: False 876964 Feb 22 PH -Pyramid Network Sery 67.50 02/18/2022 0101-41500-63025 Check Total: 67.50 Vendor: EganSery Egan Service Check Sequence: 25 ACH Enabled: False MNT0000020435 Andover Blvd & Crosstown RR Maint 557.50 02/18/2022 0101-43400-62300 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 557.50 Vendor: FinnlyTe FinrdyTech Check Sequence: 26 ACH Enabled: False 1066 Firmly Sport Facility Scheduling Basic 2,000.00 02/18/2022 2130-44300-62305 1066 Finely Sport Facility Scheduling Basic 2,000.00 02/18/2022 2130-44400-62305 Check Total: 4,000.00 Vendor: FirstSys First Systems Technology, Inc. Check Sequence: 27 ACH Enabled: False 22362 Verification of 8 Meters 2,600.00 02/18/2022 5100-48100-63120 Check Total: 2,600.00 Vendor: Frattato Frattallone's Hardware Sto Check Sequence: 28 ACH Enabled: False 044404 Fasteners 5.49 02/18/2022 610048800-61020 044406 Key Identifier, Key Ring & C -Clip 13.87 02/18/2022 0101-42200-61005 Check Total: 19.36 Vendor: FS31ne FS3 Inc Check Sequence: 29 ACH Enabled: False 76362 Misc. Water Supplies 8,060.00 02/18/2022 5100-48100-61135 Check Total: 8,060.00 Vendor: GaryCarl Gary Carlson Equipment Check Sequence: 30 ACH Enabled: False 123679-1 Acrvoe 250 FL Blue Construction Mark 58.80 02/18/2022 5300-48300-61145 123679-1 Acrvoe 250 FL Blue Construction Mark 58.80 02/18/2022 5100-48100-61135 Check Total: 117.60 Vendor: GopherSt Gopher State One -Call Inc Check Sequence: 31 ACH Enabled: False 2010179 January 2022 Billable Locates 45.23 02/18/2022 5100-48100-63040 2010179 January 2022 Billable Locates 45.22 02/18/2022 520048200-63040 Check Total: 90.45 Vendor: Grainger Grainger Check Sequence: 32 ACH Enabled: False 9194664471 Facepiece Respirator Canister Adapter 66.25 02/18/2022 0101-42200-61020 9194899044 Filter, Magenta, Bayonet 29.50 02/18/2022 0101-42200-61020 9199847352 Braided Nylon Rope 69.19 02/18/2022 520048200-61140 9206777808 Cordless Combination Kit 282.25 02/18/2022 510048100-61205 9211775375 Cable Ties 4.05 02/18/2022 5100-48100-61150 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 451.24 Vendor: MESABI H & L Mesabi, Inc. Check Sequence: 33 ACH Enabled: False 09571 Carbide Inserted Blades 2,515.00 02/18/2022 0101-43200-61105 09579 Plow Bolt W/Nut 22.20 02/18/2022 0101-43200-61105 Check Total: 2,537.20 Vendor: HardNort Hardline North LLC Check Sequence: 34 ACH Enabled: False 0015105 Automatic Lubrication on Unit 420-124 199.00 02/182022 6100-48800-61115 Check Total: 199.00 Vendor: Hawkins2 Hawkins Inc Check Sequence: 35 ACH Enabled: False 6115227 Chemicals for Water Treatment Plant 6,558.76 02/18/2022 5100-48100-61040 Check Total: 6,558.76 Vendor: HlthPDen Health Partners Check Sequence: 36 ACH Enabled: False 110621499 Much 2022 HRA Premium 228.00 02/182022 620048900-63005 110621499 March 2022 Premium 1,032.28 02/18/2022 7100-00000-21218 110621499 March 2022 Premium 4,296.15 02/18/2022 0101-00000-21208 110621499 March 2022 Premium 67,612.03 02/18/2022 0101-00000-21206 Check Total: 73,168.46 Vendor: HearlSou Heart & Soul, LLC Check Sequence: 37 ACH Enabled: False 11156 Heartsave Inst. Renewal 50.00 02/182022 010141230-61320 Check Total: 50.00 Vendor: HendricC Chris Hendrickson Check Sequence: 38 ACH Enabled: False 2022 Score Clock for High School Hockey 260.00 02/18/2022 2130-44300-55530 Check Total: 260.00 Vendor: HenSchei Henry Schein, Inc. Check Sequence: 39 ACH Enabled: False 15396843 Transcent Glucose Gel 15.37 02/18/2022 010142200-61020 15724647 SAM Splint Orange 78.34 02/182022 0101-42200-61020 16426222 Purple PF Nitrile Goves 286.26 02/18/2022 0101-42200-61005 21485714 SAM Finger Splint -135.50 02/18/2022 0101-42200-61020 Check Total: 244.47 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Vendor: HowiesHo Howies Hockey Tape Check Sequence: 40 ACH Enabled: False INV 110185 Resale Items for Pro Shop 864.15 02/18/2022 2130-44200-61245 Check Total: 864.15 Vendor: Indelco Indelco Plastics Corp. Check Sequence: 41 ACH Enabled: False INV307407 OD Polyethylene Tubing 121.28 02/18/2022 5100-48100-61135 Check Total: 121.28 Vendor: InstrRes Instrumental Research, Inc Check Sequence: 42 ACH Enabled: False 3882 01/22 Total Coliform Testing 200.00 02/18/2022 5100-48100-63005 Check Total: 200.00 Vendor: IIOMC International Institute Of Check Sequence: 43 ACH Enabled: False 22508 2022 Membership Dues 215.00 02/18/2022 0101-41300-61320 Check Total: 215.00 Vendor: InterBat Interstate All Battery Center Check Sequence: 44 ACI I Enabled: False 1901202007861 Batteries 35.40 02/18/2022 5200-48200-61005 1901202007872 Batteries - AA & AAA 341.00 02/18/2022 0101-42200-61005 Check Total: 376.40 Vendor: ISTATE I -State Truck Center Check Sequence: 45 ACH Enabled: False C241363579:01 Element -Fuel Filters 95.18 02/18/2022 6100-48800-61115 Check Total: 95.18 Vendor: 1RAdvanc 1R's Advanced Recyclers Check Sequence: 46 ACH Enabled: False 106338 Recycling Appliances, Electronics & Bulbs 150.00 02/18/2022 0101-46000-63010 106339 Recycling Appliances, Electronics & Bulbs 121.20 02/18/2022 0101-46000-63010 Check Total: 271.20 Vendor: KinectEG Kinect Energy Group Check Sequence: 47 ACH Enabled: False 339274/11171502 Community Center 20,831.04 02/18/2022 2130-44000-62015 339274/11171508 Public Works 5,016.06 02/18/2022 0101-41930-62015 Check Total: 25,847.10 Vendor: Laborind Labor and Industry Check Sequence: 48 ACH Enabled: False ABR0278152X Vehicle Maint Boiler Permit 20.00 02/18/2022 6100-48800-63005 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Check Total: Vendor: MetSales Metro Sales Incorporated INV 1981714 Usage Charge l0/2/2021-01/01/2022 ]NV1981715 Usage Charge 10/4/2021 - 01/03/2022 Check Total: 20.00 Minnesota Equipment P28674 Vendor: MacgEmer Macqueen Emergency Group Mower Blade for Unit #13-591 P29030 Check Sequence: 49 1`01733 6' Standard Front 62.50 02/18/2022 0101-42200-61305 P06395 Door Ajar Switch IQ 131.61 02/18/2022 6100-48800-61115 P06409 Rod Ends for Unit #4885 147.09 02/18/2022 6100-48800-61115 Check Total: 341.20 139.50 Vendor: Marco Marco Technologies LLC 50.97 Check Sequence: 50 464312545 3 Month Contract 02/01/22-05/01/22 1,858.90 02/18/2022 0101-41420-62305 464312545 3 Month Contract 02/01/22-05/01/22 929.00 02/18/2022 0101-42300-62305 464312545 3 Month Contract 02/01/22-05/01/22 464.00 02/18/2022 0101-42200-62305 464312545 3 Month Contract 02/01/22-05/01/22 1,161.00 02/18/2022 2130-44000-62305 464312545 3 Month Contract 02/01/22-05/01/22 232.00 02/18/2022 5100-48100-62305 Check Total: 4,644.90 Vendor: Menards Menards Inc Check Sequence: 51 66032 Mailbox 59.97 02/18/2022 0101-43200-61105 66203 Misc. Supplies 90.22 02/18/2022 6100-48800-61020 66235 Elite Post Mount Standard 108.44 02/18/2022 0101-43200-61005 66433 Misc. Supplies 42.89 02/18/2022 0101-43100-61020 66480 Misc. Supplies 18.41 02/18/2022 OI01-42200-61015 66735 Coffee& Water 38.48 02/18/2022 010142200-61020 67201 Ext Deck Combo 6.99 02/18/2022 5100-48100-61150 Check Total: Vendor: MetSales Metro Sales Incorporated INV 1981714 Usage Charge l0/2/2021-01/01/2022 ]NV1981715 Usage Charge 10/4/2021 - 01/03/2022 365.40 Check Total: Vendor: MNEquipn Minnesota Equipment P28674 Chain, File & Picco File P28826 Mower Blade for Unit #13-591 P29030 Filter Elements P29030 Winter B&C Oil P65479 Curved Edg for Unit #09-589 P77537 Chain 365.40 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 8 Check Sequence: 52 227.09 02/18/2022 0101-41420-61020 69.53 02/18/2022 0101-41420-61020 296.62 Check Sequence: 53 58.62 02/18/2022 0101-43100-61020 125.34 02/18/2022 6100-48800-61115 139.50 02/18/2022 6100-48800-61115 50.97 02/18/2022 6100-48800-61020 416.00 02/18/2022 6100-48800-61115 43.26 02/18/2022 0101-43100-61020 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 833.69 Vendor: MNLifeln Minnesota Life Insurance Company Check Sequence: 54 ACH Enabled: False 0034706/237845 March 2022 Premium 18.33 02/18/2022 0101-42200-60330 0034706/237845 March 2022 Premium 43.56 02/18/2022 0101-00000-21205 0034706/237845 March 2022 Premium 76.76 02/18/2022 7100-00000-21218 0034706/237845 March 2022 Premium 1,965.99 02/18/2022 0101-00000-21205 Check Total: 2,104.64 Vendor: MNIAAI MNIAAI Check Sequence: 55 ACH Enabled: False 294 Registration for Conference 260.00 02/18/2022 0101-42200-61315 Check Total: 260.00 Vendor: MRCutEdg MR Cutting Edge Check Sequence: 56 ACH Enabled: False 4202 Ice Scraper Blade Sharpen 99.00 02/18/2022 2130-44300-61020 Check Total: 99.00 Vendor: MTIDist MTI Distributing Inc Check Sequence: 57 ACH Enabled: False 1332203-00 Mounting Plate for Unit #14-562 276.01 02/18/2022 6100-48800-61115 Check Total: 276.01 Vendor: MwambaK Angel Mwamba-Kanku Check Sequence: 58 ACH Enabled: False 158121130 Refund - Took Out Other Permit 90.00 02/18/2022 0101-42300-52195 Check Total: 90.00 Vendor: Noregon Noregon Check Sequence: 59 ACH Enabled: False 17367 IPRO Professional W/Fault Guidance - Renewal 1,499.00 02/18/2022 6100-48800-62305 Check Total: 1,499.00 Vendor: NoStSign North Stu Signs & Engraving Check Sequence: 60 ACH Enabled: False 24396 Name Plates for Park & Rec Comm 45.00 02/18/2022 0101-45000-61005 Check Total: 45.00 Vendor: NoStTowi North Star Towing, Inc. Check Sequence: 61 ACH Enabled: False 82734 Tow Unit #17-587 115.00 02/18/2022 6100-48800-63135 Check Total: 115.00 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: OPUS21 OPUS 21 657.46 Check Sequence: 62 ACH Enabled: False 220116 January 2022 Utility Billing 3,256.50 02/18/2022 5100-48100-63010 Page 10 220116 January 2022 Utility Billing 3,654.19 02/18/2022 5200-48200-63010 220116 January 2022 Utility Billing 3,556.50 02/18/2022 0101-43600-63010 220116 January 2022 Utility Billing 5,121.79 02/18/2022 5300-48300-63010 220116 January 2022 Home Show Inserts 615.78 02/18/2022 2130-44400-58100 Check Total: 16,204.76 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 63 ACH Enabled: False 3253-223403 Seal Puller 17.99 02/18/2022 6100-48800-61205 3253-223403 Coldwork FF 52.47 02/18/2022 6100-48800-61020 3253-225531 Air Filter 18.46 02/18/2022 6100-48800-61115 3253-225880 Hyd Filter 7.03 02/18/2022 6100-48800-61115 3253-225885 Air Filter 18.46 02/18/2022 6100-48800-61115 3253-226059 Battery for Unit #77 104.98 02/18/2022 6100-48800-61115 3253-227230 Fuel/Wtr Sep/Hyd Filter & Oil Filters 113.84 02/18/2022 610048800-61115 3253-227341 Capsule for Unit #4800 46.74 02/18/2022 6100-48800-61115 3253-227380 Urethane 83.64 02/18/2022 6100-48800-61115 3253-227552 Fuel/Wtr Sep 44.66 02/18/2022 6100-48800-61115 Check Total: 508.27 Vendor: PattonJa Jason Patton Check Sequence: 64 ACH Enabled: False 2021-2022 High School Hockey Announcer 1,615.00 02/18/2022 2130-44300-55530 Check Total: 1,615.00 Vendor: PattonMy Mya Patton Check Sequence: 65 ACH Enabled: False 2021-2022 High School Hockey Penalty Box 1,100.00 02/18/2022 2130-44300-55530 Check Total: 1,100.00 Vendor: Pirtek Pirtek Check Sequence: 66 ACH Enabled: False PL -T00009488 Pans to Repair Unit #17-587 820.07 02/18/2022 6100-48800-61115 PL -T00009488 Labor to Repair Unit #17-587 206.00 02/18/2022 6100-48800-63135 Check Total: 1,026.07 Vendor: PrintCen Print Central Check Sequence: 67 ACH Enabled: False 143932 Utility Department Tags 657.46 02/18/2022 5100-48100-63030 Check Total: 657.46 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: PriorCou Priority Courier Experts Check Sequence: 68 ACH Enabled: False 1439887 Humnick Grove 26.27 02/18/2022 7200-00000-24202 Check Total: 26.27 Vendor: R&R R&R Specialties of Wisconsin Check Sequence: 69 ACH Enabled: False 0075016 -IN Spreader Cloth & Squeegee 298.55 02/18/2022 2130-44300-61020 Check Total: 298.55 Vendor: RDOEquip RDO Equipment Check Sequence: 70 ACH Enabled: False P0753601 Bolts for Unit #20-124 87.11 02/18/2022 610048800-61115 Check Total: 87.11 Vendor: Reg 7AA Region 7AA Check Sequence: 71 ACH Enabled: False 7AA Playoffs High School Hockey Playoffs 4,400.00 02/18/2022 2130-44300-55530 Check Total: 4,400.00 Vendor: RelTreeS Reliable Tree Service Inc Check Sequence: 72 ACH Enabled: False 22018 Diseased Tree Suppression 5,000.00 02/18/2022 4180-49300-63010 Check Total: 5,000.00 Vendor: RESPEC RESPEC Check Sequence: 73 ACH Enabled: False INV -0122-637 2022 On Site Support 146.25 02/18/2022 2210-41600-63005 Check Total: 146.25 Vendor: S&Sind S & S Industrial Supply Check Sequence: 74 ACH Enabled: False 321683 Misc. Supplies 35.67 02/18/2022 6100-48800-61020 321949 Mise. Supplies 7.55 02/18/2022 6100-48800-61020 321950 Lever Blo-Gun Safety Skin Pack 13.57 02/18/2022 6100-48800-61205 Check Total: 56.79 Vendor: SesaWida Widal Sesa Check Sequence: 75 ACH Enabled: False 2022 Garden Plot 40.00 02/18/2022 4180-49300-58106 Check Total: 40.00 Vendor: StarTri2 Star Tribune Check Sequence: 76 ACH Enabled: False 10962115 2/27/22 - 03/27/22 IPad Subscription 26.42 02/18/2022 0101-41200-61320 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page I1 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 26.42 Vendor: StrandTy Tyler Strand Check Sequence: 77 ACH Enabled: False 2021-2022 High School Hockey Score Clock 1,080.00 02/18/2022 2130-44300-55530 Check Total: 1,080.00 Vendor: SupSolut Supply Solutions LLC Check Sequence: 78 ACH Enabled: False 35663 Paper Towel & Bath Tissue 137.97 02/18/2022 0101-41930-61025 35665 Paper Towel & Bath Tissue 104.10 02/18/2022 0101-41910-61025 Check Total: 242.07 Vendor: Tapco Tapco Traffic & Parking Check Sequence: 79 ACH Enabled: False 1718927 Rubber Overshoes 45.53 02/18/2022 0101-43100-61020 Check Total: 45.53 Vendor: TGlndust TG Industries Inc Check Sequence: 80 ACH Enabled: False 078856 Parts for Unit#139 243.35 02/18/2022 6100-48800-61115 Check Total: 243.35 Vendor: Timesave Timesaver Check Sequence: 81 ACH Enabled: False M27032 City Council Meetings 754.00 02/18/2022 0101-41100-63005 Check Total: 754.00 Vendor: TotMechS Total Mechanical Services, Inc Check Sequence: 82 ACH Enabled: False PM4302 4159 HVAC&R Preventative Maintenance 1,225.00 02/18/2022 2130-44300-62300 Check Total: 1,225.00 Vendor: TrustInU Trust in Us Workplace Drug & Alcohol Testing Check Sequence: 83 ACH Enabled: False 93175 TIU Onsite Collections 365.00 02/18/2022 010141230-63005 Check Total: 365.00 Vendor: TCPropMt Twin Cities Property Maintenance Inc Check Sequence: 84 ACH Enabled: False 18300 Snow Service @ Rental Properties 2,009.00 02/18/2022 4520-49300-63105 Check Total: 2,009.00 Vendor: TCHtgAir Twin City Heating & Air Check Sequence: 85 ACH Enabled: False AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 2022-00269 Refund Permit -Didn't Do Work 72.00 02/18/2022 0101-42300-52190 Vendor: WasMgn1t2 Check Total: 72.00 Check Sequence: 92 ACH Enabled: False 9094445-0500-4 01/22 Garbage Service @ City Hall Vendor: UhlCompa Uhl Company 0101-41910-62020 9094451-0500-2 Check Sequence: 86 ACH Enabled: False 38781 Labor for RTUs & Check Heating Operations 1,380.00 02/18/2022 2130-44400-63105 0101-45000-62020 9094451-0500-2 39180 Labor for Repairs on MUA Unit 2,280.10 02/18/2022 6100-48800-63105 01/22 Garbage Service @ FS#2 121.53 67409 Preventative Maintenance Contract 2,337.50 02/18/2022 2130-44000-62300 02/18/2022 0101-41920-62020 Check Total: 5,997.60 Vendor: Uline Uline Check Sequence: 87 ACH Enabled: False 144359035 Recycled Bench 894.26 02/18/2022 2130-44300-61020 144500493 Misc. Supplies 513.42 02/18/2022 2130-44000-61020 Check Total: 1,407.68 Vendor: USBankEq US Bank Equipment Finance Check Sequence: 88 ACH Enabled: False 465321164 Taskalfa 40031 Copier @ Public Works 183.03 02/18/2022 0101-41930-62200 Check Total: 183.03 Vendor: Verizon Verizon Wireless Check Sequence: 89 ACH Enabled: False 9898608414 Storm Water Pump 25.02 02/18/2022 5300-48300-62030 9898608415 Trail Cams @ Hawkridge Park 50.04 02/18/2022 0101-45000-62030 Check Total: 75.06 Vendor: Ver -Tech Ver -Tech Labs Check Sequence: 90 ACH Enabled: False INV000031068 Hellcat 209.44 02/18/2022 6100-48800-61020 Check Total: 209.44 Vendor: Vessco Vessco, Inc. Check Sequence: 91 ACH Enabled: False 086520 Tower #2 Recond & Painting 8,059.73 02/18/2022 2510-46500-61410 Check Total: 8,059.73 Vendor: WasMgn1t2 Waste Management - Blaine Check Sequence: 92 ACH Enabled: False 9094445-0500-4 01/22 Garbage Service @ City Hall 165.42 02/18/2022 0101-41910-62020 9094451-0500-2 PW Garbage Disposal 245.65 02/18/2022 0101-41930-62020 9094451-0500-2 PW Garbage Disposal 193.93 02/18/2022 0101-45000-62020 9094451-0500-2 PW Garbage Disposal 853.29 02/18/2022 010146000-62020 9094454-0500-6 01/22 Garbage Service @ FS#2 121.53 02/18/2022 0101-41920-62020 9094455-0500-3 01/22 Garbage Service @ FS#1 120.64 02/18/2022 0101-41920-62020 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 9096438-0500-7 02/22 Garbage Service @ FSO 203.76 02/18/2022 0101-41920-62020 Check Total: 1,904.22 Vendor: WaterLog Waterlogic Americas LLC Check Sequence: 93 ACH Enabled: False 1198833 Water Cooler Rental @ City Hall 149.55 02/18/2022 0101-41910-62200 1198834 Water Cooler Rental @ Public Works 279.17 02/18/2022 0101-41930-62200 1198976 Water Cooler Rental @ FS#1 129.62 02/18/2022 0101-42200-62200 Check Total: 558.34 Total for Check Run: - 226,522.68 Total of Number of Checks: 93 AP -Computer Check Proof List by Vendor (02/18/2022 - 12:08 PM) Page 14 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 02/17/2022 - 10:38AM Batch: 00422.02.2022 9 k -ND : 11'Y OF QVER Invoice No Description Amount Payment Date Acct Number Reference Vendor: OptumBan Optum Bank HSA Check Sequence: 1 ACH Enabled: False 2022 2022 HSA BE Contribution -Todd Haas 3,500.00 02/22/2022 7100-00000-21218 2022 2022 HSA BE Contribution - B. Knabel 3,500.00 02/22/2022 7100-00000-21218 Check Total: 7,000.00 Total for Check Run: 7,000.00 Total of Number of Checks: AP -Computer Check Proof List by Vendor (02/17/2022 - 10:38 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 0222/2022 - 11:21AM Batch: 00423.02.2022 Invoice No Description Amount Payment Date Acct Number Vendor: Postmast Postmaster Check Sequence: I PI #26 USPS Marketing Mail Bulk Permit #26 265.00 02/22/2022 0101-41210-61405 Check Total: 265.00 Total for Check Run: 265.00 Total of Number of Checks: I Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (02/22/2022 - 11:21 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor CITYO F VINDOV User: BrendaF Printed: 02/24/2022 - 3:46PM Batch: 00424.02.2022 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3M 3M Check Sequence: 1 ACH Enabled: False 9414972521 3M ElectmCut Film for Street Signs 306.00 02/25/2022 0101-43300-61030 Check Total: 306.00 Vendor: AcrStPro Across the Street Productions Check Sequence: 2 ACH Enabled: False INVO9766 Blue Card FEMA Grant 9,000.00 02/25/2022 0101-42200-61315 Check Total: 9,000.00 Vendor: Akerpoor AKER Doors, Inc. Check Sequence: 3 ACH Enabled: False 20302 Service Call to Adjust Door & Replace Opener 2,422.00 02/25/2022 0101-41930-63105 Check Total: 2,422.00 Vendor: CamTree Carr's Tree Service Check Sequence: 4 ACH Enabled: False 22136 SC Oak Trees Removed @ 14680 University Ave 3,000.00 02/25/2022 0101-43100-63010 Check Total: 3,000.00 Vendor: Catalyst Catalyst Check Sequence: 5 ACH Enabled: False 30564 Mar/Apr2022 Andover Newsletter 1,828.00 02/25/2022 0101-01210-63030 Check Total: 1,828.00 Vendor: Centerpt CenterPoint Energy Check Sequence: 6 ACH Enabled: False 11530729-0 14207 Hanson Blvd - Lift Station #11 18.00 02/25/2022 520048200-62015 Check Total: 18.00 Vendor: CenLink CenturyLink Check Sequence: 7 ACH Enabled: False 763 754-6713 Subway @ Community Center 54.75 02/25/2022 2130-44100-62030 Check Total: 54.75 AP-Computer Check Proof List by Vendor (02/24/2022 - 3:46 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: CintasGK Cintas Corp - Cintas Loc #16K Cheek Sequence: 8 ACH Enabled: False 4111155839 Uniform Cleaning & Shop Towels 134.74 02/25/2022 6100-48800-61020 4111155999 Uniform Cleaning 137.24 02/25/2022 0101-43100-61020 4111155999 Uniform Cleaning 19.62 02/25/2022 0101-43300-61020 4111155999 Uniform Cleaning 78.40 02/25/2022 0101-45000-61020 4111155999 Uniform Cleaning 19.61 02/25/2022 5100-48100-61020 4111155999 Uniform Cleaning 39.20 02/25/2022 5200-48200-61020 Check Total: 428.81 Vendor: DehnOil Dehn Oil Company Check Sequence: 9 ACH Enabled: False 93784 Diesel Fuel 8,487.50 02/25/2022 610048800-61050 93785 Unleaded Fuel 2,965.00 02/25/2022 6100-48800-61045 Check Total: 11,452.50 Vendor: ECM ECM Publishers, Inc. Check Sequence: 10 ACH Enabled: False 876208 Monthly Recycling Program 260.00 02/25/2022 0101-46000-63025 877944 2022 Abatement Bids 146.25 02/25/2022 OI01-41500-63025 Check Total 406.25 Vendor: ForceAm Force America Distributing LLC Check Sequence: I I ACI I Enabled: False 001-0025373 Credit for Supplies Not Received -96.41 02/25/2022 6100-48800-61115 001-1610632 Misc. Supplies 6,132.00 02/25/2022 6100-48800-61115 Check Total: 6,035.59 Vendor: GSDirect GSDirect Inc. Check Sequence: 12 ACH Enabled: False 366480 42"X60'Adhesive Backed, Matte Outdoor Vinyl 243.41 02/25/2022 0101-43300-61030 Check Total: 243.41 Vendor: Insight Insight Public Sector Check Sequence: 13 ACH Enabled: False 1100913365 HP 730 Cyan Ink Cartridge 73.22 0225/2022 0101-41420-61225 1100915439 HP730 -Yellow Ink Cartridge 71.63 02/25/2022 010141420-61225 Check Total: 144.85 Vendor: JaniWood lanish Wood Products Check Sequence: 14 ACH Enabled: False 15972 Additional Cabinet L Reception Desk 1,220.00 0225/2022 0101-41910-63105 Check Total: 1,220.00 Vendor: LanoEqui Lano Equipment, Inc. Check Sequence: 15 ACH Enabled: False AP -Computer Check Proof List by Vendor (02/24/2022 - 3:46 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 02-893054 Pans for Unit #22-610D 825.00 02/25/2022 010145000-61020 Check Total: 825.00 Vendor: Lawson Lawson Products, Inc. Check Sequence: 16 ACH Enabled: False 9309243817 Mise. Supplies 161.59 02/25/2022 610048800-61020 Check Total: 161.59 Vendor: LittleFa Little Falls Machine, Inc. Check Sequence: 17 ACH Enabled: False 363777 Buffer Brace & Solid Clovis 755.37 02/25/2022 6100-48800-61115 Check Total: 75537 Vendor: Loos Loe's Oil Company Check Sequence: 18 ACH Enabled: False 88654 Recycling Oil Filters 30.00 02/25/2022 0101-46000-63010 Check Total: 30.00 Vendor: LubrTech Lubc-Tcch Check Sequence: 19 ACH Enabled: False 2759986 Credit for Empty Drams -80.00 02/25/2022 6100-48800-61020 2834828 MOB DTE 10 Excel 46 320.82 02/25/2022 6100-48800-61115 2834828 Bluedef 559.17 02/25/2022 6100-48800-61020 2840441 Credit for Empty Drams -120.00 02/25/2022 6100-48800-61115 Check Total: 679.99 Vendor: LustreCl Lustre Clean by Design Check Sequence: 20 ACH Enabled: False Jan & Feb Cleaning Interior Building 310.00 02/25/2022 4520-49300-63105 Check Total: 310.00 Vendor: MacgEmer Macqueen Emergency Group Check Sequence: 21 ACH Enabled: False P06521 Misc. Hardware 22.78 02/25/2022 0101-42200-61020 Check Total: 22.78 Vendor: Menards Menards Inc Check Sequence: 22 ACH Enabled: False 66736 7 - Out SRG 1440 JL 10' Cod 75.96 02/25/2022 010141910-61120 66739 Misc. Supplies 316.39 02/25/2022 010143100-61020 66805 Wood Glue & #20 Biscuits 10.56 02/25/2022 0101-43100-61020 66860 Spray Paint & Sanding Blocks 19.17 02/25/2022 0101-43100-61020 66911 Misc. Supplies 132.00 02/25/2022 010145000-61105 67096 4- 1/2" Headlok 39.98 02/25/2022 0101-45000-61020 67108 Misc. Supplies 685.32 02/25/2022 0101-45000-61105 AP -Computer Check Proof List by Vendor (02/24/2022 - 3:46 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 67184 Quick Snap 11/16 19.96 02/25/2022 0101-41910-61120 Check Total: 1,299.34 Vendor: MRSign M -R Sign Co., Inc. Check Sequence: 23 ACH Enabled: False 215180 Gal Sign Post 4,695.00 02/25/2022 0101-43300-61030 Check Total: 4,695.00 Vendor: GlantzN N.Glantz & Sons LLC Check Sequence: 24 ACH Enabled: False 16593216-00 Misc. Sign Supplies 222.09 02/25/2022 0101-43300-61030 16593287-00 Misc. Sign Supplies 632.68 02/25/2022 0101-43300-61030 16593312-00 Misc. Sign Supplies 212.60 02/25/2022 0101-03300-61030 16593714-00 Misc. Sign Supplies 412.97 02/25/2022 0101-43300-61030 Check Total: 1,480.34 Vendor: NatPenCo National Pen Company Check Sequence: 25 ACH Enabled: False 112470619 Stadium Cups for Home Show 344.00 02/25/2022 010142300-61005 Check Total: 344.00 Vendor: NativRes Native Resource Preservation, LLC Check Sequence: 26 ACH Enabled: False 1661 Remove all Woody Vegetation from Outlined Ar, 3,350.00 02/25/2022 0101-45500-63005 Check Total: 3,350.00 Vendor: NoSafely Northern Safety Technology Check Sequence: 27 ACH Enabled: False 53548 DOT3 100 Rear Strobe Ass'y 398.64 02/25/2022 6100-48800-61115 53569 Micro Freedom Lighthead & LED 1,517.20 02/25/2022 6100-48800-61115 Check Total: 1,915.84 Vendor: NussTrck Nuss Truck & Equipment Check Sequence: 28 ACH Enabled: False 4698844P Service Cover for Unit #11-207 37.94 02/25/2022 6100-48800-61115 Check Total: 37.94 Vendor: OffDepot Office Depot Check Sequence: 29 ACH Enabled: False 226093879001 PW Office Depot Supplies 2.42 02/25/2022 0101-43100-61005 226093879001 PW Office Depot Supplies 1.61 02/25/2022 0101.43200-61005 226093879001 PW Office Depot Supplies 5.65 02/252022 0101-45000-61005 226093879001 PW Office Depot Supplies 1.13 02/25/2022 0101-46000-61005 226093879001 PW Office Depot Supplies 4.03 02/25/2022 5100-48100-61005 226093879001 PW Office Depot Supplies 7.75 02/25/2022 5200-48200-61005 AP -Computer Check Proof List by Vendor (02/24/2022 - 3:46 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 226095811001 PW Office Depot Supplies 3.21 02/25/2022 0101-43100-61005 226095811001 PW Office Depot Supplies 2.14 02/25/2022 0101-43200-61005 226095811001 PW Office Depot Supplies 7.50 02/25/2022 0101-45000-61005 226095811001 PW Office Depot Supplies 1.50 02/25/2022 0101-46000-61005 226095811001 PW Office Depot Supplies 5.35 02/252022 5100-48100-61005 226095811001 PW Office Depot Supplies 10.28 02/25/2022 5200-48200-61005 227795439001 PW Office Depot Supplies 0.83 02/25/2022 0101-43100-61005 227795439001 PW Office Depot Supplies 0.56 02/25/2022 0101-43200-61005 227795439001 PW Office Depot Supplies 1.94 02/25/2022 0101-45000-61005 227795439001 PW Office Depot Supplies 0.39 02/25/2022 0101-46000-61005 227795439001 PW Office Depot Supplies 1.39 02/25/2022 5100-48100-61005 227795439001 PW Office Depot Supplies 2.67 02/252022 - 5200-48200-61005 227795439001 Office Supplies 60.42 02/25/2022 610048800-61005 Satellite Shelters, Inc. Check Total: 120.77 Check Sequence: 33 Vendor: OReiAuto O'Reilly Auto Parts INV547117 Trailer Rental @ Hawkridge Park Check Sequence: 30 ACH Enabled: False 3253-226963 Grote - License Plate 62.16 02/25/2022 610048800-61115 3253-228145 Air Filter for Unit #11-207 62.47 02/25/2022 6100-48800-61115 3253-228386 Sealed Beam for Unit #204 9.14 02/25/2022 6100-48800-61115 3253-228516 Oil Filter 4.70 02/25/2022 610048800-61115 3253-228522 Stabilizer for Unit#569 46.93 02/25/2022 6100-48800-61115 3253-229579 Winter Blades 132.86 02/25/2022 6100-48800-61020 Check Total: 318.26 Vendor: PumpMetc Pump & Motor Scrvice, Inc. Check Sequence: 31 ACH Enabled: False 519015 Parts to Repair Unit #20-387 6.00 02/25/2022 6100-48800-61115 519015 Labor to Repair Unit #20-387 866.00 02/25/2022 610048800-63135 Check Total: 872.00 Vendor: RivardCo Rivard Companies, Inc. Check Sequence: 32 ACH Enabled: False 469485 Clean Bmsh & Logs 75.00 02/25/2022 010143100-63010 Check Total: 75.00 Vendor: SATELL Satellite Shelters, Inc. Check Sequence: 33 ACH Enabled: False INV547117 Trailer Rental @ Hawkridge Park 450.00 0225/2022 0101-45000-62200 Check Total: 450.00 Vendor: Shilmer SHI international Corp Check Sequence: 34 ACH Enabled: False B14725096 HP CE740A-Toner Cartridges 38.40 02/25/2022 2210-41600-61020 AP -Computer Check Proof List by Vendor (02/24/2022 - 3:46 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 814725096 HP CE740A- Toner Cartridges 52.12 02/25/2022 2250-41600-61020 B14725096 HP CE740A- Toner Cartridges 52.12 02/25/2022 414049300-61020 1314725096 HP CE740A - Toner Cartridges 52.12 02/25/2022 5100-48100-61020 B14725096 HP CE740A-Toner Cartridges 52.12 02/25/2022 520048200-61020 B14725096 HP CE740A- Toner Cartridges 27.44 02/25/2022 5300-48300-61020 Check Total: 274.32 Vendor: SnapOn Snap-On Industrial Check Sequence: 35 ACH Enabled: False ARV / 51817134 Pointed Nozzle & Clamping Ring 4.00 02/25/2022 6100-48800-61205 Check Total: 4.00 Vendor: Timesave Timesaver Check Sequence: 36 ACH Enabled: False M27076 Planning Commission Meetings 391.13 02/25/2022 0101-41500-63005 M27076 City Council Meeting 154.00 02/25/2022 0101-41100-63005 Check Total: 545.13 Vendor: UhlCompa Uhl Company Check Sequence: 37 ACH Enabled: False 40148 Repairs on RTU #11 280.00 02/25/2022 6100-48800-63105 40394 RTU Repair 170.00 02/25/2022 0101-41910-63105 Check Total: 450.00 Vendor: Verizon Verizon Wireless Check Sequence: 38 ACH Enabled: False 9899437857 Monthly Cell Phone Service 62.62 02/25/2022 0101-41200-62030 9899437857 Monthly Cell Phone Service 162.46 02/25/2022 0101-42300-62030 9899437857 Monthly Cell Phone Service 162.13 02/25/2022 2130-44000-62030 9899437857 Monthly Cell Phone Service 40.69 02/25/2022 010141500-62030 9899437857 Monthly Cell Phone Service 393.36 02/25/2022 010141600-62030 9899437857 Monthly Cell Phone Service 57.62 02/25/2022 0101-41400-62030 9899437857 Monthly Cell Phone Service 346.33 02/25/2022 010142200-62030 9899437857 Monthly Cell Phone Service 86.23 02/252022 010141420-62030 9899437857 Monthly Cell Phone Service 491.81 02/25/2022 010145000-62030 9899437857 Monthly Cell Phone Service 176.37 02/25/2022 5200-48200-62030 9899437857 Monthly Cell Phone Service 81.23 02/25/2022 0101-43300-62030 9899437857 Monthly Cell Phone Service 374.77 02/252022 0101-43100-62030 9899437857 Monthly Cell Phone Service 130.91 02/25/2022 6100-48800-62030 9899437857 Monthly Cell Phone Service 376.47 02/252022 510048100-62030 9899437857 Monthly Cell Phone Service - 41.22 02/25/2022 0101-41910-62030 Check Total: 2,984.22 AP -Computer Check Proof List by Vendor (02/24/2022 - 3:46 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Ver -Tech Ver -Tech Labs Check Sequence: 39 ACH Enabled: False INV000031335 QC-FGH Brass 83.84 02/25/2022 6100-48800-61020 Check Total: 83.84 Vendor: VoncoII Vonco I1, LLC Check Sequence: 40 ACH Enabled: False V20000066207 Street Sweeping 1,040.00 02/25/2022 0101-43100-63010 V20000066307 Street Sweeping 400.00 02/25/2022 0101-43100-63010 Check Total: 1,440.00 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 41 ACH Enabled: False 5918444 January 2022 Recycling Center 697.99 02/25/2022 0101-46000-63010 5946312 02/22 Rental Property Garbage Service 283.88 02/25/2022 4520-49300-62020 Check Total: 981.87 Vendor: WmekSew Wrack Sewer and Portable Rental Check Sequence: 42 ACH Enabled: False 10650 Portable Toilet Rental 294.50 02/25/2022 0101-45000-62200 10651 Portable Toilet Rental 704.75 02/25/2022 0101-45000-62200 Check Total: 999.25 Total for Check Run: 62,066.01 Total of Number of Checks: 42 AP -Computer Check Proof List by Vendor (02/24/2022 - 3:46 PM) Page 7 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 02/24/2022 - 4:04PM Batch: 00401.03.2022 Invoice No Description j0'--65;7 Amount Payment Date Acct Number Vendor: CorMaLLC Core & Main, LLC Payment #5 AMI - Adv Metering Infrastruct 76,688.37 Check Total: 76,688.37 Total for Check Run: 76,68837 Total of Number of Checks: I Check Sequence: 1 03/01/2022 5100-48100-63010 As `J.i Y�./ � .(`i� Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (02/24/2022 - 4:04 PM) Page 1 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 - FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers CC: James Dickinson, City Administrat FROM: Dana Makinen, Human Resources Mana SUBJECT: Approve Appointment —Full-time Building Supervisor DATE: March 1, 2022 0 INTRODUCTION During the Budget Development process, a new full-time position was identified at the Andover Community Center (ACC) for Building Supervisor. The Human Resources Department has completed the interview, background check and selection process to fill this position. DISCUSSION The interview team consisted of the Recreational Facility Manager and the Human Resources Manager. There was only I application submitted and interviewed. The interview team recommends hiring William Nolan. Mr. Nolan is currently working for the City of Andover as a part-time Building Supervisor and has been employed by the City since October 2015. This is an excellent opportunity for Mr. Nolan. The City Administrator agrees with the selection. BUDGETIMPACT Mr. Nolan has been offered $44,325 annually, which is the 2022 Entry Level Step and then would be eligible for any general increases and annual Step Increases after successful completion of his 6 -month probationary period. ACTION REQUESTED The Council is requested to appoint William Nolan as the full-time Building Supervisor at the Andover Community Center. Respectfully submitted, Dana Makinen A C I T Y • Y"'l. NL6D 60 E9 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers \ CC: James Dickinson, City Administrator FROM: Dana Makinen, Human Resources Manager SUBJECT: Approve Appointment—Receptionist/Building Permit Technician DATE: March 1, 2022 Due to the promotion of Danielle Lenzmeier on January 14', 2022, the position of Receptionist/Building Permit Technician was available. The Human Resources Department has completed the interview, background check and selection process to fill this position. DISCUSSION The interview team consisted of the Building Official, Building Permit Technician, Deputy City Clerk and the Human Resources Manager. There were 16 applications submitted and 4 applicants were interviewed. The interview team recommends hiring Nicole Cordie. Ms. Cordie has over 23 years of Office/Administrative experience and will be an excellent addition to the City of Andover. She has spent the last 12 years working as an Operations/Specialist for Survey Systems Inc. The City Administrator agrees with this decision. BUDGET IMPACT Ms. Cordie has been offered $40,523 annually, which is the entry step level, and then would be eligible for any general increases and annual Step Increases after successful completion of her 6 -month probationary period. ACTION REQUESTED The Council is requested to appoint Nicole Cordie as the new Receptionist/ Building Permit Technician. Respectfully submitted, Dana Makinen 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923,• WWW.ANDOVERMN.GOV TO: CC: FROM: SUBJECT: DATE: Mayor and Council Members �ki Jim Dickinson, City Administrator David Berkowitz, Director of Pl Jason Law, Assistant City Engin Order Feasibility Report/23-02/2 March 1, 2022 City Engineer D '� Street Reconstruction - Engineering INTRODUCTION The City Council is requested to order preparation of a feasibility report for Project 23-02, 2023 Street Reconstruction. 5. Each year the roadway segments in the most need of repair throughout the City are reconstructed with the City of Andover's street reconstruction program. Oak Bluff and a portion of Oak Bluff 2nd Addition (see attached map) have been identified in the City's 5 -Year Capital Improvement Plan for reconstruction during the spring and summer of 2023. The project would include reclaiming the existing bituminous roadway, replacing existing bituminous curb and gutter with concrete curb and gutter, storm sewer/culvert repairs and improvements, and paving of a new bituminous surface. This has been a very effective reconstruction method since the City began the process back in 1996. Portions of the project area are currently served with City sewer and water, while the remainder is on private wells and septic systems. Estimated costs will be prepared to construct water main and sanitary sewer improvements in areas not already served by City utilities. Once estimated costs have been prepared, staff will hold a neighborhood meeting with impacted residents and request feedback on their desire for public utility improvements with this project and answer any other questions they may have. In late spring / early summer, staff will present the resident feedback to the City Council to discuss if public utility improvements should be included with the street reconstruction project. BUDGETIMPACT The street reconstruction project would be funded through a combination of special assessments and City funds. Twenty-five percent of the total street related project costs would be assessed to the benefiting properties fronting the improvements as identified in the City's Roadway Reconstruction Assessment Policy. The remaining costs would be funded through the City's Road and Bridge Fund. Should public utility improvements be incorporated into the project, they would be funded through special assessments to the benefitting properties currently on private systems within the project limits. ACTION REQUIRED The City Council is requested to order preparation of a feasibility report for Project 23-02, 2023 Street Reconstruction. pectfu submitted, ason J. Law, P.E. Attachments: Resolution, ocation Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ORDERING PREPARATION OF A FEASIBILITY REPORT FOR THE IMPROVEMENT OF PROJECT 23-02,2023 STREET RECONSTRUCTION. WHEREAS, the City Council of the City of Andover is cognizant of the need for the improvements, specifically Project 23-02 ; and WHEREAS, the City Council proposes to assess the benefiting properties for all or a portion of the costs of the improvements, pursuant to Minnesota Statutes 429. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover that: 1. The City Council is cognizant of the need for improvements. 2. The proposed improvement is hereby referred to the Director of Public Works/City Engineer and he is instructed to provide the City Council with a feasibility report. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 1st day of March , 2022, with Councilmembers in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — Deputy City Clerk voting Capital Improvement Plan Project Name: ANNUAL STREET RECONSTRUCTION OAK BLUFF (2023) Legend N Location Map 0 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 FAX (763) 755-8923 • WWW.ANDOVERMN.9-QV Mayor and Councilmembers James Dickinson, City Administra Joe Janish, Community Developme Di ctoM Peter Hellegers, City Planner Approve Final Plat — Fields of Winslow Cove Planning INTRODUCTION The City Council is asked to approve the final plat for Fields of Winslow Cove. DISCUSSION The proposed final plat creates sixty-six (66) detached single-family residential lots located on the easterly side of Prairie Road. Other areas within the boundaries of the plat are currently identified as outlots, this includes wetlands and open space areas in the Preliminary Plat as well as other areas identified for residential development. Subsequent Final Plats will be required prior to the development of those portions of the property. The developer will be required to pay park dedication and trail fees at time of final plat. ACTION REQUESTED The Council is asked to adopt the attached resolution approving the final plat with conditions. Josh Metzer, Lennar, 16506 36' Ave. N., Suite 600, Plymouth, MN 55446 C &W Family Farm LP, 1159 Andover Blvd., Andover, MN 55304 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO R A RESOLUTION APPROVING THE FINAL PLAT OF "FIELDS OF WINSLOW COVE" FOR PROPERTY LEGALLY DESCRIBED AS: (See attached Exhibit A) WHEREAS, the City Council has approved the preliminary plat for the project to be known as "Fields of Winslow Cove;" and WHEREAS, the Developer has presented a final plat of "Fields of Winslow Cove," and it is consistent with the approved preliminary plat. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of "Fields of Winslow Cove" contingent upon the following: 1) The plat shall conform to the final plat stamped received by the City of Andover on January 24, 2022. 2) Conditions approved as part of the Preliminary Plat Resolution shall be satisfactorily met prior to the filing of the final plat. 3) Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 4) Separate Vehicle Maintenance Access Agreements shall be provided over, under, and across the appropriate locations which must be approved by the City Attorney and recorded at the County with the final plat. 5) All other appropriate easements (trail, emergency access, snow storage easements, and private driveways) shall be provided, reviewed, and approved by the City Attorney and recorded at the County with the final plat. 6) Park dedication and trail fees shall be paid. 7) Declaration of Covenants, Restrictions and Easements shall be reviewed and approved by the City Attorney, related to the PUD. 8) Title Commitment and final plat must be approved by the City Attorney. Adopted by the City Council of the City of Andover this 1" day of March 2022. ATTEST: CITY OF ANDOVER Michelle Hartner, City Clerk Sheri Bukkila, Mayor EXHIBIT A Legal Description of Property Real property in Anoka County, Minnesota, described as follows: The Northeast Quarter of the Southwest Quarter, Section 24, Township 32, Range 24, Anoka County, Minnesota. AND The Northwest Quarter of the Southwest Quarter, Section 24, Township 32, Range 24, Anoka County, Minnesota. And that C & W Family Fam Limited Partnership, a Minnesota limited partnership, owner of the following described property. The Southeast Quarter of the Southwest Quarter, Section 24, Township 3Z Range 24, Anoka County, Minnesota. AND The Southwest Quarter of the Southwest Quarter, Section 24, Township 32, Range 24, Anoka County, Minnesota. AND That part of the Southwest Quarter of the Southeast Quarter, Section 24, Township 32, Range 24, tying northerly and westerly of the plat of SMITH ROLLING OAKS AND The Northeast Quarter of the Southeast Quarter, Section 23, Township 3Z Range 24, Anoka County, Minnesota. AND That part of the Northwest Quarter of the Southeast Quarter, Section 23, Township 3Z Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc railroad right-of-way. AND The Southeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. AND That port of the Southwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, tying easterly of the easterly right-of-way line of Burlington Northem, Inc railroad right-of-way. AJDbVER Proposed Fields of Winslow Cove Development 'Apprm me location orated residermd devdoprrent Date Created August 17, 2021 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. 9 A FIELDS OF WINSLOW COVE KNOWALL PERSONS BY THESE PRESENTS' That US Home Corpamtrory a Delaware roPomtion ownerolMe )allowing tlesnibedpm➢erry. The Northeast QuaveroflBe South gQuarter,SWion24,Tcw h032,Ronge24,Anako Covw,Mlnnes&a AND fie Narthwat Quarter ofMe Southwest Quarter, Swdon 24, rowmhlp 3Z Ronge24. Anoka Covnty, Minnesota. And that C & W Family farm limited Partnership, a Minnesota Ibnitedpartnershlp, owner ofthe fallowing describeciproass y The SouMeatt Qvortery/(he SouMwed QuvMr, Setlivn 24, Township 32, Ronge24, Anako County, MinnMota. AND the Southwest QuorterofM SouthwAQwa,,SMion24,Township3ZRange24.Anoka County,MMnesom. AND Thatpartofthe.SouthwestQwMrof Me Sou wst Quarter,section24 Township32,Ronge24,94ngnoaherlyandwesfertyofMe plat of SMITH ROLUNG OAKS AND The Na MAQoaderofOe SouMWAQuarter,Sech'on23. Townsa,32, Range 24, Anoka County, Miamanto. AND TM1atparto/Me Northwet[Quorter ofthe SouMwst Quorten SeRion 23, Township 3Z Fonge2q Anoka County, Manemta, (yvg wstMy of Me wstedy d9htof way line o/Burlington Northern, /m. miboad right-o%way. AND Me6 ffimtQuamrofthe5outhea#Quade;5eOian23, Township 32, Range 24. Anoka County, Minnesota. AND That part ofthe Southwest Quarter afthe Southeast Quarter, Section Z3, Township 3Z Range 24 Anoka County, Minnesota, lying eonedy oltheeamdyright-o/-waylae ofeudagron Northern, Inc raiboad dghPo%way Have cauncYaNsame to besumeyadandplattecias FIELDS OF MNSLOW COVE and do hereby donate, to the public rorpublic use the public ways amd the drainage and utility easements as created by this plat In witness om,nafsaid US. Home Cowman, a Delaware caseB.a., has rausedthesepnesents m be signedbydspmperoMrorthie _ dayof US HOME CORPORATION By Jonathan Aane, Division Yce President STATEOf COUNTYOF This inmument was acknowledged be/ore me this_ dayof 20 by Jombon Atme Divlfan Vire PresidentolU.S. Home corpomtiaa a Delaware ror .Imn, on behalfothe corporation Nasty Public My Commission Expires County, In witness whereofsa%d C& Wldmily farm UmitM Partrtrship, a Minnesoro limited partnershi➢.has caused Mesepresenh ro be sgrnd byifsproperoRrcer this _day of 20 C & W FAMILY FARM LIMITED PARTNERSHIP BY Corinne Holasek General Partner STATEOF This lastmmentwasacknowledgedbekreme this _dayof 20 by Caplan Holasek General Partner o/C&W Farm Family Limited PartnershipM a innesota Ifmiredpannership, on behelfofthe partnership. I Mathewl WYMPUB0 Minnesota that thisola Dated this day of Mathewl. Welinski, lucennediandSmusm, M/nneude License No. 53596 STAT£OFMINNESOTA COUNTYOf This lnsrmment was acknowledged before me this day of f5ignature) 20_ by Ma thew( Weliuki (Name Printed) ,he State of CITYCOIJNCL CIIYOFANDOWR MINNESOTA Thisplato/ fIElOSOFMAISLOWCOVE wasappmvedandacceptedbytbe CryCounnlofthe CiyofAmkWc Minnesota ars regularmeeting thme0fbeldthis dayof ,201,andaaidalat ism compliance with MepmvislonsofManesota Statute; Shan 505.03, SUM CITYCOONOL CITYOFANDMER. MINNESOTA COUNTYSURVEYOR Ihmabycerfi/yMImllcadance wiMMlnnese.5bmte; Section 505021,Subd.IhM%s plathas been reviewedaMappmved Mrs deyo/ 20 David M Zlaglmeier, Anoka County Surveyor COUNTYAUDITOWREASUR£R Pursuant to Minnesota Statute, Sectlen 505.02/, Subd. 9, tavespayable in theyear 20^ on the land hereinbefore descdbe thave beenpaid. Alm, pursuant m Almnemfa Stabile, Section 22Z lZ there area delinquent faces and trzlista nMud this day of_, 20 Pmpany Tax Adminbrator By Deputy COUNTY RECORDER/REGISTRAR OF TTTLES COUNTY OFANOKA STA TE OF MINNESOTA I hereby certify that this plat of FIELDS OF WINSLOWCOBE was filed in Me office of Me County Reumaeowtagisoarof titles (,,public record on this _ dayof. , 20_,at_oH,ck_Mandwasdulyrecorde Dominent Number In, InlyR.nake Re,alrarof Titles By Deputy COUNTYRECORDE"EGISTRAR OFTIT ES COUNTYOfANOKA, STAT£OfMINNESOTA lherebyc ifythatthispAtof FIELDSOFW/NSLOWCOVE wasfilaim theoficeofMe Count' Reo&e Reyisfrarof&les fotpubl/crarortJ,n this_ dayof ,20_,at_oNock _Mand was ploy rxodedas Document Number CoomyRecorderrlRegisimrof Tyles BY Deputy CITY OF ANDOVER COUNTY OF ANOKA SEC. 23 & 24, T. 32, R. 24 RECEIVED JAN 2 4 2022 CITY OF ANDOVER Westwood Professional Services, Inc I 1� I [r �) 4 Q iE ll I o m r�lv" g N 1^� Nix m rrj{ J I l� is I& � ss I a" ly �N I'I Iowa I "s :;m .swurnemme NE vd a �a � 1 1 of NesE lMmxczx �n } _ __ _ _ �-3z PBeza ,�• N,M IineWEe SE 1/< OUTLOT G h l Drainage & Utility Easement overall of Outlet G .IJ II ii \ JJ+lily. CO s�r^3. $vn `\ �d kv9 l"SOhln9resyFgrtss&iipe4ne Faumml T^F tl�$ \ \ i� mgv,r,f Nerthem Narvnl Wvper ` �Cxr$159133,G6].ly&9]5315 Ira =e \ Orr N,.BINW ��\\ f ; SruM6rcrf Ne91/d +i `\ \ ` SE CoroI or -4111 �-ssft I, l oINe5E 1/+ol5ec 2i, \ Sec Ei IM, T, 32 NC 3+ \\ \ igma M[ FIELDS OF WINSLOW COVE II I> N88°28'3.5"W lean ne V-li` �1 $ xonnurerrmrnE vd fineeE3, 'N,M linea/Ne NW I/d ' ohne 3EI NE Cao(le SE l/dol'' EO 1/4 My. 32 as., 2d Src2i, Rvp,32P9e.Ed rl IvT ol$ec Miy.32 Pee E+ Pow,..Counry Can lmn M—t I �c 1 SecN]wp 32 P9e E+ Gal lmnMmummt - v ' 4, iwra l FlenTaoa Pipe"'! -,144:1 a. e.a.la CSN Md]dl .:c I ✓VlatV,v CITY OFANDOVER COUNTYOF ANOKA SEC. 23 & 24, T. 32, R. 24 VICINITY MAP mo. mzrAw ' X aa SITE SERION 23 &2d, TOWNSHIP 32, RANGE24 CITYOFANOOVFR 0 SET DO INCH BY 14 INCH IRON PIPE WITH CAP N053596 • FOUND MONUMENTAS NOTED ON SURVEY ;•l FOUND GOT IRON MONUMENT THE ORI EMATION OF MIS BEARING SYS ]FM IS I nUZO ON ME SOU]H UNE OF ME SOUTFIl QUMTER OF SEC]ION 24 TOWNSHIP 32 lNNGE 24 WHIOI IS /SSUMED TO HAVINGA REARING OF 89•BY E SCAIEINFEET 0 150 300 450 DOUM IINCH � 150 FEIFT WeAwood Professional Services, Inc r' � am�ilm WalAh l �' elrti'v'flaYv p PwaaM uoliry Eaumentper C,r �\! vo.wss93 $ O l2 OUTLOT Drainage & Utllity Easement over all of Omlot F \s i 11 14 5a rOr JJ S. rtm,ai,em P,aa arra Fasemenrpn Ba[ \\l 85693 55 \I \ \ SW C,r,ll^e5W1/Oral ' �� /. s 's•�' .r EI/+ol\ Sec N. Twp 32 for 24 119e.2+ ` numumry a icvM Amts Cwnry Gsl lronMmumva mesv+l/dorsee z+. �—.i•" 132s.71 IT.p.32 P9eu \ "\ - v ' 4, iwra l FlenTaoa Pipe"'! -,144:1 a. e.a.la CSN Md]dl .:c I ✓VlatV,v CITY OFANDOVER COUNTYOF ANOKA SEC. 23 & 24, T. 32, R. 24 VICINITY MAP mo. mzrAw ' X aa SITE SERION 23 &2d, TOWNSHIP 32, RANGE24 CITYOFANOOVFR 0 SET DO INCH BY 14 INCH IRON PIPE WITH CAP N053596 • FOUND MONUMENTAS NOTED ON SURVEY ;•l FOUND GOT IRON MONUMENT THE ORI EMATION OF MIS BEARING SYS ]FM IS I nUZO ON ME SOU]H UNE OF ME SOUTFIl QUMTER OF SEC]ION 24 TOWNSHIP 32 lNNGE 24 WHIOI IS /SSUMED TO HAVINGA REARING OF 89•BY E SCAIEINFEET 0 150 300 450 DOUM IINCH � 150 FEIFT WeAwood Professional Services, Inc `-N°Mlineof Me Nw tpof Ne 116969 Q3 SW 114 IfscU. TIP. M R9e. 24 O F AR'3 00 OUTLOT A a= OUTLOT 8 \ OUTLOT D 521'3a RE 152ND IANE NW �- 63A6 _ -n=IW58'S4• OUTLOT C R=30.00 uszaT INSET A 1 (SEESNEET40F SSHEE151 2 9 11 105 4 12 �9 �f T 6 3 13e - 15MI)AVENUENW 22 14 12 2 ..3- 4 5 67 8 9 f o�yn � !v N v %SC(C PARK FIELDS OF WINSLOW COVE I 1741 spp39"N 17 a'8 -2f4. l9 r 10 1 " \ 116 a .._SBA9 ,`60.34 16 15 14 13 12 11 10 0 8 17 8 \ 503'19'09'Y2 F�OA� IINE 114 If II ST^11 32 Rge.0 II P 8 'F 557-56 8`W III H'',IN1nGi 1]]•1]'19' R=30.40 17 l II Opm Xpe aI II Iia' Easement II ! r, J^„ 03 (SEE SHEET 5 OF 5S' 12Me wei all Of Outlet 18 6� f 1�?5tl/SB9'45'26'E �JJI(te " ( 2 3'1,n:. / y\�N. { .4' 194 II II $I �,µ" 14 13 A -v �. 3 by 24 25 .3 .'rte' II II 3 %1 C 2 ^S wer all of Outlat E I OIa°y08a x".zP F� I I g6•iB'S6 u it I 143.50 '��, ra,56W 212 �= 126.06 ]]33yS ',I�1 II E •39'0S'W _ ISv" spp39"N 17 a'8 -2f4. l9 r 10 1 " ° 116 a .._SBA9 ,`60.34 16 15 14 13 12 11 10 0 8 17 8 503'19'09'Y2 F�OA� P 8 'F 557-56 8`W m151 OUTLOT D 1]]•1]'19' R=30.40 17 q,. 19 INSETg TLANE NWOainage&Utility Iia' Easement II ! =5'0]•22• 03 (SEE SHEET 5 OF 5S' 12Me wei all Of Outlet 18 6� f 1�?5tl/SB9'45'26'E 3 " ( e / y\�N. { .4' 194 2 22 21 20 3 19 18 iT 16 15 �,µ" 14 13 A -v �. 3 by 24 25 .3 .'rte' ee `j0 e� 2"'" I I Dimma9e & Utiliy, Easement ../ Ir _ 506'S5'46W 46350 101.22 ,It r 26 56 14 i510'�4 _ t 58B'S6'09W SARS'3PE1 I I \ ' \ a .._SBA9 ,`60.34 503'19'09'Y2 F�OA� 'F 557-56 8`W \ 1168 7 1]]•1]'19' R=30.40 .I11��_ N71'13'efi L-404] Iia' N81'15'40'E 1214W =5'0]•22• < R1]5&51 W f yaw N89110'02"W 130.00 _iwM 1F21=voce"-a— zP taxI ro Iia' c < i ,iF 1 W E `ss>, e _ 3 .'rte' ✓ L.z Dimma9e & Utiliy, Easement O %1 C 2 ^S CITY OF ANDOVER COUNTY OFANOKA SEC. 23 & 24, T. 32, R. 24 O SEF IR MCH BY 14 INCH IRON PIPE WITH CAP NO. 53596 sa FOUND MONUMEAUMMU ED ON SURVEY FOUND CASTIFONMONUMENT THE ORMA17AFION OF THIS BEARING SYSTEM I5LU SED ON THESOUFH LINE OGDIESOU3M4£ST QUARTER OF SECUON 24, TOWNSHIP 32 RANGE 24, WHICH IS ASSUMED TO HANNG A SWWG OFT 89'02'49' E X • SCiDFINFEET 0 ISO 300 450 SCA(E IINCH= 150 FEET Westwood Professional Services, Inc. ,OUTLOT E 3 Dimma9e & Utiliy, Easement iountl IN lna OPen Hpey�L- %1 C ^S wer all of Outlat E F� $\ ` -a`N.Saau.,, SMIMS0.gLNGOPY. rM1 la RO fl-. \v anent Rnaa umnY�"M"t Pejo Pee \ - 130.00 589°10'02"E TG W --------------- \ m gym\ "-fa°n41/EInN RPe 1 - i LSNumM'4¢W \ /S E C°rol Ne SE I/41114, � r.I l/4olse�za. r..p. . SaM Iinealtlrt5f t/4 aline i Svl/4 of Sec E4 ixy.]; n9e. z< - 3; nge E4 _ _ _ _ _ _ e 62.83 fauM Anotr Gaunry _ 1139.15 Galrw. Monumma ,-�— 120' --- 2590.14 S89°02'49"E — CITY OF ANDOVER COUNTY OFANOKA SEC. 23 & 24, T. 32, R. 24 O SEF IR MCH BY 14 INCH IRON PIPE WITH CAP NO. 53596 sa FOUND MONUMEAUMMU ED ON SURVEY FOUND CASTIFONMONUMENT THE ORMA17AFION OF THIS BEARING SYSTEM I5LU SED ON THESOUFH LINE OGDIESOU3M4£ST QUARTER OF SECUON 24, TOWNSHIP 32 RANGE 24, WHICH IS ASSUMED TO HANNG A SWWG OFT 89'02'49' E X • SCiDFINFEET 0 ISO 300 450 SCA(E IINCH= 150 FEET Westwood Professional Services, Inc. FIELDS OF WINSLOW COVE INSET A (FROM SHEET 3 OF 5 SHEETS) R -730,W 1=3.06 CITY OF ANDOVER COUNTY OF ANOKA SEC. 23 & 24, T. 32, R. 24 O SETIRINEHBY141NCNIRONP1PEWRHCQNO.53596 THE ORIENTATION OF IRIS BEARING SYSRM IS USED ON ME SOUTH EINE OF ME SOU TOUAWER OF SEOION 24 TOWNSHIP 32 INNGE 24 WHICH IS / tIMEOTORAWNGABEARINGOFS"T249-E DRAINAGE MD UTIE MSEMENnME SHOWN THUS: II r 5 5 -t MOrmsuw BEING 5FEETIN MOM, UN(IIS OlHERWISE1NOIC TED, P OAMOININGIOTUNESIANDIOFEETINWIDTHAND ADIOININGRIWH F-WAYIINEj UN1 OTERWISE INOICATF0. AS SHOWN ON OlE%Ai n/^ sGffIN FEET I 0 50 100 150 SC4EE ? INCH = 50 FEA WVshmod Professional Services, Inc. FIELDS OF WINSLOW COVE INSET B (FROM SHEET 3 OF 5 SHEETS) CITY OF ANDOVER COUNTY OF ANOKA SEC. 23 & 24, T. 32, R. 24 O SETIRINCHBYI<INCHIRONiI>EWHRU NQ5359f � THFORIFNTAiIONOFMIS BEARING SYSTEM IS &ISFO - - OFSEEO 2AMROSHG`3Z ANGE2,QUARTER OFSUMEDTN, ANGABEARNGOFSd,W O -E ASSUMFOTO HA WNGA STARING OFS B9 VS'69' E ORAINAGEANO U1111NEASEMENISARE SHOWN IT(W - I I r S 5-1 - SC IEINFEET MOT m SCA(FI 0 BEING NWIDTH. UM£SSOO SEINOMAND 50 IN 150 MINI NBS ANOAWNGRIGT-OF-WSPNDIONLESS OTHERWISE AD/OININGFIGHT-OF-WAY UNES UNIfA'OTHFRWISf SfAIE'IINCH.SOFEET INOICATEO, ASSHOWNONTHE FIAT Westwood Professional Services, Inc. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: James Dickinson, City Administrator Joe Janish, Community Development D' orr7 FROM: Jake Griffiths, Associate Planner SUBJECT: Hold Public Hearing: Vacation of Drainage and Utility Easement — 15370 Eldorado St NW — Thomas Schnack (Applicant) - Planning DATE: March 1, 2022 The property owner is seeking to vacate a portion of an existing drainage and utility easement on the subject property. The easement area that is proposed to be vacated is cross -hatched on the attached Vacation of Easement Exhibit. At the time the Indian Meadows neighborhood was developed the easement area was intended to be used as a location for floodplain mitigation. However, over time this was not done. The property owner has worked with the City Engineering Department to reduce the size of the easement area while still protecting the area within the floodplain on their property. The City Engineering Department has reviewed this request and is comfortable with the vacation as proposed. Any structures proposed to be built in the area to be vacated will be subject to additional review and permitting as may be needed. Section 8-6-1 of the City Code: Vacations of Easements and Right -of -Way, provides the City Council with direction on how to process applications for vacations. The City Code states that: 1. The City Council shall consider the advice and recommendation of the City Engineer and the effect of the proposed vacation on street, drainage, and utility needs. 2. The City Council shall consider the proposed use of the easement or portion of the easement to be vacated. 3. The City Council is required to act on the vacation application within 60 days from the City receiving the complete application. 4. There is a time limit for the implementation of the vacation. If the City Council determines that no significant progress has been made in the first twelve months after approval of the application, then the approval will be null and void. ACTION REQUESTED The City Council is asked to hold a public hearing and make a decision on the vacation of drainage and utility easement request. Respectfully submitted, akeGriffithe�6 Associate Planner Attachments Resolution Vacation of Easement Exhibit Site Location Map CC: Thomas Schnack, 15370 Eldorado St NW, Andover, MN 55304 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION GRANTING THE VACATION OF A DRAINAGE AND UTILITY EASEMENT AT 15370 ELDORADO ST NW, PIN 19-32-24-14-0016, LEGALLY DESCRIBED AS FOLLOWS AND SHOWN ON EXHIBIT A: That part of the drainage and utility easement as dedicated on the recorded plat of INDIAN MEADOWS 5TH ADDITION, which falls within Lot 6, Block 1, INDIAN MEADOWS 5TH ADDITION Anoka County, Minnesota, described as follow: Commencing at the northwest corner of said Lot 6, Block 1; thence on an assumed bearing of South 17 degrees 37 minutes 18 seconds East, along the southwesterly line of said Lot 6, Block 1, a distance of 107.97 feet; thence South 51 degrees 12 minutes 16 seconds East a distance of 18.08 feet to the point of beginning of the parcel to be described; thence North 17 degrees 31 minutes 18 seconds West a distance of 42.31 feet; thence North 83 degrees 45 minutes 48 seconds East a distance of 34.49 feet; thence South 32 degrees 57 minutes 13 seconds East a distance of 55.27 feet; thence South 71 degrees 44 minutes 49 seconds East a distance of 17.20 feet; thence North 50 degrees 52 minutes 01 second East a distance of 65.72 feet; thence North 13 degrees 20 minutes 24 seconds West a distance of 36.12 feet; thence North 63 degrees 20 minutes 26 seconds East a distance of 36.05 feet; thence South 06 degrees 40 minutes 53 seconds East a distance of 48.21 feet; thence southeasterly a distance of 77.15 feet along a tangential curve concave to the northeast, having a radius of 285.00 feet and a central angle of 15 degrees 30 minutes 34 seconds; thence South 82 degrees 29 minutes 36 seconds West, not tangent to last described curve, a distance of 105.01 feet; thence North 51 degrees 12 minutes 16 seconds West a distance of 81.36 feet to the point of beginning. WHEREAS, the property owner has requested to vacate the described drainage and utility easement; and WHEREAS, a public hearing was held pursuant to the requirements of Minnesota State Statute and City Code 8-6-1; and WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of drainage and utility easement subject to the following: The vacation of easement shall be recorded with Anoka County as shown on "Exhibit All. Adopted by the City Council of the City of Andover on this 1 st day of March 2022. ATTEST CITY OF ANDOVER Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor SKETCH AND DESCRIPTION DRAINAGE AND UTHUTY SEMENT PER PIAT OF INDUN <' MEADOWS 5TH ADDITION. ` s�E .esr-.Bfi2.••-- M ,.a II I -for- JOHNATHAN JOHNSON -of- DRAINAGE AND UTILITY EASEMENT VACATION I I I I I I I I II 15370 ELDORADO STREET N.W. ANDOVER, MN NORTH / / / / i \ I \ m \ ---- PoWER AS�TION FASEMEM PER 0.^G NO. SGMiO---_- \ \ SOUm LINE OF TIRE 51/2 011 Nj9+\ SEC. 19, 1WP. 32, RNR. 2,1 m r N0.57'04"E 5.99-: LEGEND •DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT SET, MARKED RI -S# 41578 ❑ DENOTES CATCH BASIN m DENOTES ELECTRICAL BOX ' —.3 DENOTES EXISTING SPOT ELEVATION •®DENOTES GAS METER ® DENOTES SEPTIC MANHOLE ® DENOTES WELL — — — DENOTES FENCE DENOTES EXISTING CONTOURS —E DENOTES UNDERGROUND ELECTRIC LINE —pV— DENOTES UNDERGROUND GAS LINE —nem— DENOTES UNDERGROUND FIBER OPTIC LINE DENOTES SILT FENCE (BY OWNER) —1 DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE DDENOTES ADJACENT PARCEL OWNERINFORMATION ve+ (PER ANOKA COUNTY TAX INFORMATION) DENOTES EASEMENT AREA TO BE VACATED (10,872 S. F.) """' Professional Land Surveyors WWw.egrud-Dom 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 DRAINAGE AND UBUTY 153RD AVENUE N.W. A=04.98'53".';________ 89.04 R=20.00 -j - I_Ii 1T y / I DESCRIPTION OF EASEMENT TO BE VACATED That part of the drainage and utility easement as dedicated on the recorded plat of INDIAN MEADOWS 5TH ADDITION, which falls within Lot 6, Black 1, INDIAN MEADOWS 5TH ADDITION Anoka County, Minnesota, described as follow: Commencing at the northwest comer of said Lot 6, Block 1; thence on an assumed Dearing of South 17 degrees 37 minutes 18 seconds East, along the southwesterly line of said Lot 6, Block 1, a distance of 107.97 feet; thence South 51 degrees 12 minutes 16 seconds East a distance of 18.08 feet to the point of beginning of the parcel to be described; thence North 17 degrees 31 minutes 18 seconds West a distance of 42.31 feet; thence North 83 degrees 45 minutes 48 seconds East a distance of 34.49 feet; thence South 32 degrees 57 minutes 13 seconds East a distance of 55.27 feet; thence South 71 degrees 44 minutes 49 seconds East a distance of 17.20 feet; thence North 50 degrees 52 minutes 01 second East a distance of 65.72 feet; thence North 13 degrees 20 minutes 24 seconds West a distance of 36.12 feet; thence North 63 degrees 2D minutes 26 seconds East a distance of 36.05 feet; thence South 06 degrees 40 minutes 53 seconds East a distance of 48.21 feet; thence southeasterly a distance of 77.15 feet along a tangential curve concave to the northeast, having a radius of 285.00 feet and a central angle of 15 degrees 30 minutes 34 seconds; thence South 82 degrees 29 minutes 36 seconds West, not tangent to last described curve, a distance of 105.01 feet; thence North 51 degrees 12 minutes 16 seconds West a distance of 81.36 feet to the point of beginning. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that i am a duly Registered Land Surveyor under the laws of the State of Minnesota. JAS Date: 11/15/2021 License No. 41578 PROPERTY DESCRIPTION LOT 6, BLOCK 1, INDIAN MEADOWS 51-H ADDITION, ANOKA COUNTY, MINNESOTA NOTES Field survey was completed by E.G. Rud and Sons, Inc. on 07/13/2020. Bearings shown are on Anoka County datum. Parcel ID Number: 19-32-24-14-OD16. Curt shots are taken at the top and back of curb. This survey was prepared without Ne benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject W revision upon receipt of a current title commitment or an attorney's title opinion. GRAPHIC SCALE 30 0 15 30 fiD I INCH = 30 FEET \ N0.57'04"E 5.99-: LEGEND •DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT SET, MARKED RI -S# 41578 ❑ DENOTES CATCH BASIN m DENOTES ELECTRICAL BOX ' —.3 DENOTES EXISTING SPOT ELEVATION •®DENOTES GAS METER ® DENOTES SEPTIC MANHOLE ® DENOTES WELL — — — DENOTES FENCE DENOTES EXISTING CONTOURS —E DENOTES UNDERGROUND ELECTRIC LINE —pV— DENOTES UNDERGROUND GAS LINE —nem— DENOTES UNDERGROUND FIBER OPTIC LINE DENOTES SILT FENCE (BY OWNER) —1 DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE DDENOTES ADJACENT PARCEL OWNERINFORMATION ve+ (PER ANOKA COUNTY TAX INFORMATION) DENOTES EASEMENT AREA TO BE VACATED (10,872 S. F.) """' Professional Land Surveyors WWw.egrud-Dom 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 DRAINAGE AND UBUTY 153RD AVENUE N.W. A=04.98'53".';________ 89.04 R=20.00 -j - I_Ii 1T y / I DESCRIPTION OF EASEMENT TO BE VACATED That part of the drainage and utility easement as dedicated on the recorded plat of INDIAN MEADOWS 5TH ADDITION, which falls within Lot 6, Black 1, INDIAN MEADOWS 5TH ADDITION Anoka County, Minnesota, described as follow: Commencing at the northwest comer of said Lot 6, Block 1; thence on an assumed Dearing of South 17 degrees 37 minutes 18 seconds East, along the southwesterly line of said Lot 6, Block 1, a distance of 107.97 feet; thence South 51 degrees 12 minutes 16 seconds East a distance of 18.08 feet to the point of beginning of the parcel to be described; thence North 17 degrees 31 minutes 18 seconds West a distance of 42.31 feet; thence North 83 degrees 45 minutes 48 seconds East a distance of 34.49 feet; thence South 32 degrees 57 minutes 13 seconds East a distance of 55.27 feet; thence South 71 degrees 44 minutes 49 seconds East a distance of 17.20 feet; thence North 50 degrees 52 minutes 01 second East a distance of 65.72 feet; thence North 13 degrees 20 minutes 24 seconds West a distance of 36.12 feet; thence North 63 degrees 2D minutes 26 seconds East a distance of 36.05 feet; thence South 06 degrees 40 minutes 53 seconds East a distance of 48.21 feet; thence southeasterly a distance of 77.15 feet along a tangential curve concave to the northeast, having a radius of 285.00 feet and a central angle of 15 degrees 30 minutes 34 seconds; thence South 82 degrees 29 minutes 36 seconds West, not tangent to last described curve, a distance of 105.01 feet; thence North 51 degrees 12 minutes 16 seconds West a distance of 81.36 feet to the point of beginning. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that i am a duly Registered Land Surveyor under the laws of the State of Minnesota. JAS Date: 11/15/2021 License No. 41578 PROPERTY DESCRIPTION LOT 6, BLOCK 1, INDIAN MEADOWS 51-H ADDITION, ANOKA COUNTY, MINNESOTA NOTES Field survey was completed by E.G. Rud and Sons, Inc. on 07/13/2020. Bearings shown are on Anoka County datum. Parcel ID Number: 19-32-24-14-OD16. Curt shots are taken at the top and back of curb. This survey was prepared without Ne benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject W revision upon receipt of a current title commitment or an attorney's title opinion. GRAPHIC SCALE 30 0 15 30 fiD I INCH = 30 FEET .. ANVE R Site Location Map N,e J ap UV ..Y - {. .•r %1 Y Wrt,. . :L Date Created: February 22, 2022 Disclaimer.- The provider makes no representation or warranties with respect to the reuse of this data. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Vor TO: Mayor and Councilmembers CC: James Dickinson, City Administrat FROM: Joe Janish, Community Development SUBJECT: Hold Public Hearing: Vacation of Drainage and Utility Easement — 4452 167" Ave NW — Lot 13 Block 2 Meadows at Petersen Farms- JD Andover Holdings, LLC (Applicant) — Planning DATE: March 1, 2022 DISCUSSION At the December 15, 2020 City Council meeting, the Council approved a final plat for the Meadows at Petersen Farms residential development. These lots where meant to allow for customized building pads. The current proposed buyer is looking to construct a home that would require modification to the drainage and utility easement to allow for their custom home to be constructed. The area proposed to be vacated is located within the floodplain and floodplain mitigation will be required. As identified below the applicant is proposing for floodplain impact to be made up on land to the west. i Vacauon Fav Mitigation P Mea O ICgWLUNI ACTION REQUESTED The City Council is requested to hold a public hearing and make a decision on the vacation of easement request. JRtlly bmitted, ish Community Development Director Attachments Draft Resolution of Approval Easement Vacation Exhibit Floodplain Exhibit Site Location Map CC: Darren Lazan (email only) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION GRANTING THE VACATING OF A PORTION OF THE DRAINAGE & UTILITY EASEMENTS AT 4452 167`h AVE NW, PIN# 07-32-24-31-0007, AND LEGALLY DESCRIBED AS FOLLOWS AND SHOWN ON EXHIBIT A: Vacation description for drainage and utility easement: That part of the drainage and utility easement on Lot 13, Block 3, as dedicated on the plat of MEADOWS AT PETERSEN FARMS, as of public record in the office of the Anoka County Recorder, described as follows: Commencing at the most southerly corner of said Lot 13; thence North 61 degrees 30 minutes 37 seconds East, plat bearing along the southeasterly line of said Lot 13, a distance of 237.85 feet; thence North 10 degrees 46 minutes 17 seconds West, a distance of 10.50 feet to the northwesterly line of the southeasterly 10.00 feet of said Lot 13 and the Point of Beginning; thence continuing North 10 degrees 46 minutes 17 seconds West, a distance of 26.86 feet; thence North 63 degrees 28 minutes 07 seconds West, a distance of 36.29 feet; thence South 58 degrees 16 minutes 42 seconds West, a distance of 23.00 feet; thence South 24 degrees 44 minutes 38 seconds East, a distance of 41.00 feet; thence South 57 degrees 29 minutes 45 seconds East, a distance of 15.00 feet to said northwesterly line of the southeasterly 10.00 feet; thence North 61 degrees 30 minutes 37 seconds East, along last said line, a distance of 31.00 feet to the Point of Beginning WHEREAS, the applicant with property owner consent has requested to vacate the described drainage and utility easements; and WHEREAS, a public hearing was held pursuant to the requirements of Minnesota State Statute and City Code 8-6-1; and WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of drainage and utility easement as described above, subject to the following conditions: 1. The vacation of easement shall be recorded with Anoka County as shown on "Exhibit A". 2. The vacation of easement shall be contingent upon providing for floodplain mitigation as shown by "Exhibit B". Adopted by the City Council of the City of Andover on this 111 day of March 2022. ATTEST Michelle Harmer, Deputy City Clerk CITY OF ANDOVER Sheri Bukkila, Mayor 231 tis 'a� �S0, �9m Ay� \ 114'9 4'9 �20 NORTH 0 60 FA 12 N86°07'37"W 496.87 ^ry�Aj ---------- o 1011. �/ ?P^P0 \ Nes, \\ \� J Wet Land ae e� Phi , A�7_ �� SOVltta\o°- / p5t l3 g 706 okv �9._ ��8je°w 13 \ \ Lyg j 1� NB32g0� \ei �y 55e ��rya. z / i • � i 'o/rn1'm y� / it a %lT <op°SasOmeat�a S5, 59� �j'E, moo' ' , e Vp<�N� Net°30� 6 le°µ35 O3�a� o`�otl��FPµM �613ec��1�'�C PES��S 2's 5 P 14 0sMFpo r � u L" LO a ON I ° R'3o X123 D'A�29 pd N P (0v 0 I � 167TH AVENUE N.W. Vacation description for drainage and utility easement: ` That part of the drainage and utility easement on Lot 13, Block 3, as dedicated on the plat of MEADOWS AT PETERSEN FARMS, as of public record in the office of the Anoka County Recorder, described as follows: Commencing at the most southerly comer of said Lot 13; thence North 61 degrees 30 minutes 37 seconds East, plat bearing along the southeasterly line of said Lot 13, a distance of 237.85 feet; thence North 10 degrees 46 minutes 17 seconds West, a distance of 10.50 feet to the northwesterly line of the southeasterly 10.00 feet of said Lot 13 and the Point of Beginning; thence continuing North 10 degrees 46 minutes 17 seconds West, a distance of 26.86 feet; thence North 63 degrees 28 minutes 07 seconds West, a distance of 36.29 feet; thence South 58 degrees 16 minutes 42 seconds West, a distance of 23.00 feet; thence South 24 degrees 44 minutes 38 seconds East, a distance of 41.00 feet; thence South 57 degrees 29 minutes 45 seconds East, a distance of 15.00 feet to said northwesterly line of the southeasterly 10.00 feet; thence North 61 degrees 30 minutes 37 seconds East, along last said line, a distance of 31.00 feet to the Point of Beginning. FILE NAME: SRH024 Esmt Exhibit PROJECT N0: SRH21024 BY: DM \ DF 13 LOODPLAIN MITIGATION (30 CU. YDSJ I IROPOSED FLOODPLAIN B (879.8) FLOODPLAIN IMPACT (30 CU. YDS.) PROPOSED FLOODPLAIN 3(879.8) J DF EDGEOFGRADING a /( m 0 r DF 14 11, It �a \l 5 1 \ DF J g DF FP % /< q (t NORTH 0 100 FLOODPLAIN EXHIBIT 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers COPY: James Dickinson, City Administrator Joe Janish, Community Development irk, or 7 FROM: Peter Hellegers, City Planner (3) SUBJECT: Consider Lot Split Request — 3415 163d Lane NW (PID: 17-32-24-13-0007) — Rachel Humnick and Jaime Humnick DATE: March 1, 2022 INTRODUCTION The applicants propose to split the 10.19 -acre parcel to create two (2) conforming rural lots. The proposed lot split would require a public hearing and would not be an administrative lot split as both parcels in the proposed split do not exceed 5 acres. A subsequent action for the southerly parcel (Parcel B) is proposed to divide that property for development of two single-family homes and would include the dedication of road right of way for the extension of the road onto that property. BACKGROUND A building permit for the house on the property at 3415 163`d Lane NW was issued in 2001 and the property is on private well and septic service. The subject property is generally located south of 165th Lane NW, west of Round Lake Boulevard NW, north of 161St Avenue NW, and east of Tulip Street NW. DISCUSSION The applicants are proposing to split the 10 -acre property to allow for the development of the southern portion of the property. The property is 300-430 feet wide by 1,230 feet long but the dimensions, the shape of the property, and access points do not allow for easy development of the undeveloped portions of the property. The proposed lot split would divide the existing home site on the northerly portion of the property off from the southerly portion of the property which would have access from a cul-de-sac extended from 162nd Lane NW. The southerly portion of the property would then be platted to allow for the development of two single family lots. The northerly parcel would not include any new development at this time. On the attached survey the applicant has shown how 163`d Lane NW could be extended to the property to the west should the northerly portion of 3415 163`d Lane NW be split in the fixture. The proposed lot split meets the R-1 Single -Family - Rural requirements, is in compliance with the Comprehensive Plan, and meets the minimum lot requirements for the district. Comparison of Proposed Lots to Minimum City Code Minimum Lot Requirements Parcel A Parcel B Lot Area 2.5 acres 108, 900 s 5.39 acres 235, 001 s 4.80 acres 209, 066 sfi Lot Width at ROW 50 ft 60 ft 60 ft Lot Width at Setback 300 ft 552 ft 670 ft Lot Depth 150 ft 421 ft 330 ft Setbacks Setbacks for the new parcel (Parcel B) will need to be located to allow for the future extension of the roadway onto the property. Site Suitability A geotechnical/soils report, soil borings, and septic borings were submitted with the application. The Engineering Department reviewed the report and determined that the new parcel is buildable. The survey shows the existing septic area for the existing house on Parcel A and two (2) eligible septic drain field locations on Parcel B which would comply with City Code requirements. Staff Review Comments There are staff review comments for the lot split that will need to be addressed before the lot split can be recorded. A copy of these comments is attached. Park Dedication and Trail Fees One new parcel is created by the lot split process. A park dedication fee and a trail fee for the new parcel would be required to be paid for at the time of the recording of the lot split. Planning Commission Meeting — February 8, 2022 The Planning Commission held a public hearing on the Lot Split request at their meeting on February 8, 2022. No comments were received, and no one came forward to speak to the request other than the applicants. At the conclusion of the hearing the Planning Commission recommended approval of the lot split as written in the resolution. An excerpt of the minutes from that meeting has been included as an attachment. ACTION REQUESTED The City Council is asked to consider the proposed lot split. Respect lly b fitted, Peter e e s, ty Planner Attachments Resolutions of Approval or Denial Planning Commission meeting minutes excerpt — February 8, 2022 Engineering Comments dated January 19, 2022 Site Location Map Applicant Letter Boundary and Topographic Survey (Exhibit A) Cc: Rachel Humnick, 11617 Evergreen Street NW, Coon Rapids, MN 55448 Jaime Humnick, 3415 163`d Lane NW, Andover, MN 55304 pg. 2 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION APPROVING A LOT SPLIT REQUEST TO SUBDIVIDE INTO TWO PARCELS IN THE R-1 SINGLE FAMILY RURAL DISTRICT FOR THE PROPERTY LOCATED AT 3415 163rd LANE NORTHWEST, PIN 17-32-24-13-0007, LEGALLY DESCRIBED AS: THAT PART OF THE EAST 330.00 FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LYING NORTH OF THE SOUTH 726.00 FEET THEREOF TOGETHER WITH THAT PART OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTH 673.18 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 00 DEGREES 09 MINUTES 18 SECONDS EAST, ASSUMED BEARING, ALONG THE EAST LINE THEREOF 7.46 FEET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE SOUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET; THENCE SOUTH 88 DEGREES 02 MINUTES 30 SECONDS WEST 36.12 FEET; THENCE SOUTH 80 DEGREES 09 MINUTES 43 SECONDS WEST 187.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS WEST 146.29 FEET TO THE WEST LINE OF THE EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE THERE TERMINATING. SUBJECT TO EASEMENTS AND VALID RESTRICTIONS OF RECORD. *Above legal description per inspection of county online tax records. Subject to revision WHEREAS, the property, described above, is currently one tax parcel, and the property owners have requested approval of a lot split to subdivide property, and; WHEREAS, the lot split creates two (2) conforming rural lots that are in compliance with City Code regulations and the Andover Comprehensive Plan, and; WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect upon the health, safety, morals, and general welfare of the City of Andover, and; WHEREAS, a public hearing was held pursuant to state statutes, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council for approval of the lot split, as shown on Exhibit A (Boundary and Topographic Survey). NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the lot split on said property with the following conditions: 1. City of Andover staff review comments dated January 19, 2022. 2. Setbacks for structures on the newly created parcel will need to be located based on the extension of the roadway onto the parcel. 3. The applicant shall be required to pay a park dedication fee and a trail fee for the newly created parcel prior to the recording of the lot split with Anoka County. 4. Separate easement documents shall be required for each Vehicle Maintenance Access Area. 5. Applicant shall obtain all necessary permits from appropriate jurisdictions and agencies that may be required in order to develop the property. 6. A grading and erosion control plan must be submitted to the City at the time of building permit submittal. 7. All required permits must be obtained from the Lower Rum River Watershed Management Organization and the Anoka County Transportation Department prior to the issuance of a building permit. 8. The lot split is subject to a sunset clause as defined in Ordinance No. 40, Section III(E). Adopted by the City Council of the City of Andover on this 1" day of March 2022. ATTEST: Michelle Hartner, Deputy City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION DENYING A LOT SPLIT REQUEST TO SUBDIVIDE INTO TWO PARCELS IN THE R-1 SINGLE FAMILY RURAL DISTRICT FOR THE PROPERTY LOCATED AT 3415 163d LANE NORTHWEST, PIN 17-32-24-13-0007, LEGALLY DESCRIBED AS: THAT PART OF THE EAST 330.00 FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LYING NORTH OF THE SOUTH 726.00 FEET THEREOF TOGETHER WITH THAT PART OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTH 673.18 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 00 DEGREES 09 MINUTES 18 SECONDS EAST, ASSUMED BEARING, ALONG THE EAST LINE THEREOF 7.46 FEET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE SOUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET; THENCE SOUTH 88 DEGREES 02 MINUTES 30 SECONDS WEST 36.12 FEET; THENCE SOUTH 80 DEGREES 09 MINUTES 43 SECONDS WEST 187.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS WEST 146.29 FEET TO THE WEST LINE OF THE EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE THERE TERMINATING. SUBJECT TO EASEMENTS AND VALID RESTRICTIONS OF RECORD. *Above legal description per inspection of county online tax records. Subject to revision WHEREAS, the applicants, Rachel Humnick and Jaime Humnick, have requested approval of a lot split; and, WHEREAS, the Andover Review Committee has reviewed the lot split; and, WHEREAS, the Planning and Zoning Commission finds the request will not have a detrimental effect upon the health, safety, morals, and general welfare of the City of Andover, and; WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing on said lot split; and, WHEREAS, as a result of such public hearing, the Planning & Zoning Commission recommends approval of the lot split to the City Council, as shown on Exhibit A (Boundary and Topographic Survey); NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby disagrees with the recommendation of the Planning and Zoning Commission and denies the lot split on said property based on the following findings: 1. 2. Adopted by the City Council of the City of Andover this I" day of March 2022. CITY OF ANDOVER Sheri Bukkila, Mayor ATTEST: Michelle Hartner, City Clerk Regular Andover Planning and Zoning Commission Meeting Minutes – February 8, 2022 Page 2 1 2 Motion by Koehler, seconded by Godfrey, to appoint Nick Loehlein ice Chairperson 3 of the Planning and Zoning Commission. Motion was taken by rol all. € 4 Godfrey - aye € 5 Hudson - aye 6 VanderLaan - aye 7 Koehler - aye 8 Shafto - aye 9 Loehlein - aye 10 Volkenant - aye 11 Motion carries unanimously. 12 13 APPROVAL OF MINUTES 14 15 December 28, 2021, Re ar Meeting 16 17 Associate Planner ffiths requested a change to Page 2, Line 22: delete "stated". 18 19 Motion: C uperson Koehler assumed a motion to approve the December 28, 2021, 20 Regular eeting minutes as amended. Motion carries by unanimous consent. 21 22 J ary 25, 2022, Workshop Meeting 23 24 Motion: Chairperson Koehler assumed a motion to approve the January 25, 2022, 2 Workshop Meeting minutes as presented. Motion carries by unanimous consent. 26 27 PUBLIC HEARING: —CONSIDER LOT SPLIT REQUEST DIVIDING EXISTING 28 PROPERTYINTO NORTHERLYAND SOUTHERLYPORTIONS - PIN 17-32-24-13- 29 0007; 3415 163rd LANE NW — (APPLICANTS — RACHEL HUMNICKIJAIME 30 HUMNICK) 31 32 The Planning Commission is requested to hold a public hearing and make a 33 recommendation to the City Council regarding a lot split at 3415 – 163d Lane NW. City 34 Planner Hellegers identified the location of the parcel on a map and stated parcel B is the 35 one to be developed. He stated the parcels are zoned R-1 and not on City water/sewer. 36 37 Motion: Chairperson Koehler assumed a motion to open the Public Hearing at 7:12 p.m. 38 Motion was taken by roll call. 39 Godfrey - aye 40 Hudson - aye 41 VanderLaan - aye 42 Koehler - aye 43 Shafto - aye 44 Loehlein - aye 45 Volkenant - aye Regular Andover Planning and Zoning Commission Meeting Minutes –February 8, 2022 Page 3 1 Motion carries unanimously. 2 3 Commissioner Volkenant asked if the property owner was concerned about people taking 4 shortcuts from the park through their property. 5 6 Jaime Humnick, 3415 – 163`d Lane NW, came forward and stated it is always a concern. 7 He stated on occasion people have wandered, but it is not an issue. 8 9 Motion: Chairperson Koehler assumed a motion to close the Public Hearing at 7:15 p.m. 10 Motion was taken by roll call. 11 Godfrey - aye 12 Hudson - aye 13 VanderLaan - aye 14 Koehler - aye 15 Shafto - aye 16 Loehlein - aye 17 Volkenant - aye 18 Motion carries unanimously. 19 20 Motion by Hudson, seconded by VanderLaan, to recommend approval of a lot split to 21 subdivide two parcels in the R-1 single family rural district for the property located at 3415 22 163d Lane NW. Motion was taken by roll call. 23 Godfrey - aye 24 Hudson - aye 25 VanderLaan - aye 26 Koehler - aye 27 Shafto - aye 28 Loehlein - aye 29 Volkenant - aye 30 Motion carries unanimously. I.._31 32 Mr. Hellegers stated the item will go before Council on March 1, 2022. 33 J 34 PUBLIC HEARING: CONSIDER PRELIMINARY PLAT EST FOR 35 SOUTHERLY PORTION OF SUBJECT PROPERTY 17-32-24-13-0007; 3415 36 163rd LANE NW — (APPLICANTS —RAC MNICIUJAIME HUMNIC%) 37 38 The Planning Commission i ested to hold a public hearing make a recommendation 39 to the City Council re ing a preliminary plat for the property located at 3415 163 Lane 40 NW. City Pla ellegers presented the preliminary plat for the parcel and stated the 41 applicant ' nds to have his children build homes on the two properties. 42 43 mmissioner Godfrey asked.who is responsible for removing the temporary cul-de-sac 4 and building the new one, and who is responsible for maintenance. Mr. Hellegers stated 1685 CROSSTOWN BOULEVARD N.W, " ANDOVER, MINNESOTA 55304 . (7631 7555100 FAX (763) 7558923 " WWW.ANDOVERMN.00V MENOMMDii/M TO: Peter Hellegers, City Planner FROM: David Berkowitz, Director of Public Works/City Engineer M'3 Jason Law, Assistant City Engineer DATE: January 19, 2022 REFERENCE: 3415 1631d Lane Lot Split / Review #1 This lot split was submitted concurrently with the Humnicks Grove plat submittal. The south half of this lot split will be platted as Humnicks Grove. 1. A survey document in recordable form needs to be prepared for submittal to Anoka County. 2. Label "County Ditch 6 — HWL 871.4." 3. Show and label FEMA flood plain boundary. 4. Drainage and utility easements 10' wide shall be dedicated around the perimeter of Parcel A (not necessary for Parcel B as that will be handled with the Humnicks Grove plat) and up to the Flood Plain / High Water Level of 871.4 for Ditch 6 on the north side of Parcel A. 5. Add labels *1" and "2" to soil boring locations corresponding with soil boring names. 6. If Parcel "A" is subdivided in the future, as identified on the plan, the future roadway and drainage and utility easement shall be required to be dedicated to the City and the roadway constructed. 7. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing toot dl ital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. C NI T Y O r DOVER Lot Split - 3415 163rd Lane NW �7��i►. t. �?{, "�. q.�� i`E_. ,�/v -•. +sip y i• i tow. T w r ' F � r q r�-162NU,L•N N.; li, AA7 - -;%ItA 40 E�A M�. Date Created February3, 1011 ■ Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. Boundary lines are approsdmate and are only intended to depict the General location of the proposed opplications. Date 01/31/2022 Humnick lot split/preliminary plat We, Jaime and Bernice Humnick the owners of the property at 3415163`d In nw We would like to create two single family residential lots to give to our children to the south. The tat to the north will remain as is for now. As the owners we are willing to give the city an easement on the north end to the property to the west if needed in the future. We purpose to plat the southern portion to create these two new home sites. We appreciate your time and attention to this matter. Kind regards, Jaime and Bernice Humnick PROPERTY ADDRESS: #3415 - 163RD LANE N.W., ANDOVER, MN -i 0- of _ _ _ _ _ SE CORNER OF NO, 67&16' W NM/4 K -Yi A -f�r- HUMNICK RESIDENCE RECEIVED P.ILD.#17-32-24-13-0007, � N\OTES / - Field survey conduct d inS.ptr`6UY2,P0°. `Fs.A Ai 1-0'../ V i- R / borings by Tradewell Soil\Testing dated April, 2G21. / - This survey was preparedd without the benefit of !illewark Easement, appurtduances and encumbrances may exist In addition to thosqq shown hereon. Thls survey Is subject to revision upon reclpt of a title Insurance commitment or attorneys title pplplon. `- - - - _ _ _ _ _ _ a 7,� NCa %6'I y0 •W - - - 17Z 7 - �- - - - - - - - M GRAPHIC SCALE \ BENCHMARK BASIS FOR ELEVATION: ANOKA COUNTY BENCHMARK NO.2073, 65' EASTERLY OF CL OF CS.A.H. NO.9 & 120 S'L OF CL OF C.S.A.H. NO. 20. ELEV.-895.257 (NAVD 1988) BASIS FOR BEARINGS: ANOKA COUNTY COORDINATE SYSTEM. vee' 9.7 ♦O♦♦i0'Dis.... PARCEL "A" 235,001 sq.ft5.39 acreS, 1 � ' ® DENOTES PROPOSED EASEMENT �8°x'7 .sen. / .w.° rmx.l xmzs - Ile( i 5fi / // Y xIrr xe.vx 338. ,/ N7 I`51 p4"E i Sq8'54'16"E--- , 1 - -SLAIN Ilna of NN'I/4 ar NEI/4 X 1 - -F -romr-- �-NyM INe of SWI/4 of NE1/A L " elm Th " N�6 T629'N,ND � eeew' I / tuoal. So•) / I 1 DENOTES IRON MONUMENT FOUND .•ne omm DENOTES IRON MONUMENT SET E {p I 1 I- __ i + _i4� � ',L-• '�::� IN FE ) 50 I Inch - 50 IL v, _-612' � ��� � O DENOTES CATCH BASIN , ,on. \ - ess° c a er.z v /.e".1 / I Yo>I L sy.11 i' - �ON6\\\�\ i' :• m..x i PARCEL" I ares = 209,066 6 4.80 acres I I 19 �I sHWSE e se. BE GWA 1 __------'g'�3 ' ,,,.nee,.. :, • , NORTH ----------', ,, I ------ _---------------- 1 dee _____------- {--------- _!____ / 1 BENCHMARK BASIS FOR ELEVATION: ANOKA COUNTY BENCHMARK NO.2073, 65' EASTERLY OF CL OF CS.A.H. NO.9 & 120 S'L OF CL OF C.S.A.H. NO. 20. ELEV.-895.257 (NAVD 1988) BASIS FOR BEARINGS: ANOKA COUNTY COORDINATE SYSTEM. vee' 9.7 ♦O♦♦i0'Dis.... PARCEL "A" 235,001 sq.ft5.39 acreS, 1 � ' ® DENOTES PROPOSED EASEMENT �8°x'7 .sen. / .w.° rmx.l xmzs - Ile( i 5fi / // Y xIrr xe.vx 338. ,/ N7 I`51 p4"E i Sq8'54'16"E--- , 1 - -SLAIN Ilna of NN'I/4 ar NEI/4 X 1 - -F -romr-- �-NyM INe of SWI/4 of NE1/A L " elm Th 4'16"H .06 pl�� - , I / tuoal. So•) / I • DENOTES IRON MONUMENT FOUND .•ne omm DENOTES IRON MONUMENT SET E {p I 1 I- "' \ - I (No Tull0 7r) moru. w N) \\ 16 v, "„ xe„., / / (Ne 6mn. (No Ilea p 5a') / o77•j 5 ® � O DENOTES CATCH BASIN , ,on. \ - ess° c a IH v /.e".1 / I Yo>I L sy.11 ' .✓�.// / // e / ce i' :• m..x i PARCEL" I ares = 209,066 6 4.80 acres I I 19 �I / .ft. / I e 1 I I ------ _---------------- 1 dee _____------- {--------- _!____ / 1 ACRE LAND SURVEYING ; ; •, SerVIo n atiet, metro sureat end beyond 783958-2997 ecrelendellrve Magma",. o forth ITn° of the Sa 726.0 feet of the SWI/4 I hereby certify that This survey, plan or report was prepared by me or under my direct supeMsion and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. A?=zz;2 ERIC R. ViEARYOUS Dote:Dec. 20th, 2021 Reg. No. 44125 n.:'$xee,°I631ZD LANE N.W ; n .71 Her Ta "' e i PARCEL "A" PROPERTY DESCRIPTION ' THAT PART OF THE EAST 421.04 FEET OF THE NORTHWESTIQUARTER OF THE i"..x NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32. RANGE 24, ANOKA COUNTY, MINNESOTA, LYING SOUTHERLY OF THE FOLLOWING(IDESCRIBED LINE "A" AND LUNG NORTHERLY OF THE FOLLOWING DESCRIBED IJNE "8" AND : LINE "A" IS DESCRIBED AS COMMENCING AT THE SOUTHEAST CORNER OF THE NORTH 673.18 FEET OF SAID NORTHWEST QUARTER OF t1�E NORTHEAST QUARTER; THENSOUTH 00 DEGREES 09 MINUTES 18 SITE EAST, ASSUMED BEARING, ALONG THE EAST UNE THEREOF 7.46 FEET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE OUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET: THENCE SO TH 88 DEGREES 02 MINUTES 30 SECONDS WEST 36.12 FET; THENCE SOUTH�0 DEGREES 09 MINUTES 43 SECONDS WEST 187.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS WEST 146.29 FEET TO THE WEST UNE OF THE EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE "A" THERE TERMINATING. I LINE "B" IS DESCRIBED AS BEGINNING AT THE SOUTHWEST CORNER OF SATO EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE] NORTHEAST QUARTER; THENCE SOUTH 88 DEGREES 54 MINUTES 16 S€€CONDS EAST (ASSUMED BEARING) ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER A DISTANCE OF 91.06 ME � THENCE NORTH 76 DEGREES 51 MINUTES 04 SECONDS EAST 338.57 FEE Tr TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUAR R AND SAID LINE THERE TERMINATING. ---------------L------ ace I PARCEL '°B°' PROPERTY DESCRIPTION THAT PART OF THE EAST 330.00 FEET OF THE SOUTH ST QUARTER OF THE NORTHEAST QUARTER, LYING NORTH OF THE SOUTH 7 6.00 FEET THEREOF TOGETHER WITH THAT PART OF THE EAST 421.04 FEE¶ OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, ALL IN SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA LYING SOUTHERLY OF THE • FOLLOWING DESCRIBED UNE: T�" SAID LINE IS DESCRIBED AS BEGINNING AT THE SOU -MW CORNER OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE SOUTH 88 ¢EGRES 54 MINUTES 16 SECONDS EAST (ASSUMED BEARING) ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER IA DISTANCE OF 91.06 FEET; THENCE NORTH 76 DEGREES 51 MINUTES 04 SECONDS EAST 338.57 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE 'THERE TERMINATING. I so I I I _ " B IFs2ND%'ANE N.W. "}' ee5.x I x °9,,1.,11 I " EXISTING PROPERTY DESCRIPTION 093 y r e.we ure THAT PART OF THE EAST 330.00 FEET OF THE SOUTHWEST QUARTER OF THE I s.a NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LYING NORTH OF THE SOUTH 726.00 MET THEREOF / n o3B TOGETHER WITH THAT PART OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE AT THE SOUTHEAST CORNER OF THE NORTHFEET OF SAIDMNG NORIWE THST QUARTER OF THE NORTHEAST QUARTER; 6THEN E SOUTH 00 DEGREES 09 MINUTES 18 SECONDS EAST. ASSUMED BEARING, ALONG THE EAST LME THEREOF 7.46 MET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE SOUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET; THENCE SOUTH 88 DEGREES 02 MINUTES 30 SECONDS WEST J 36.12 FEET; THENCE SOUTH 80 DEGREES 09 MINUTES 43 SECONDS WEST 87.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS MST_ 146.29 FEET TO THE WEST UNE OF THE EAST 421.04 MET OF SAI NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID U THERE TERMINATING. SUBJECT TO EASEMENTS AND VAUD RESTRICTIONS OF RECORD. *Above legal description per Inspection of county online tax records. Subject to revision. 2H PN LST JOB $20208 LEGEND �p(x o. 7; � o Imm / -hr) (25' DEPTH) I • DENOTES IRON MONUMENT FOUND .•ne omm DENOTES IRON MONUMENT SET {p I 1 I- "' \ - I (No Tull0 7r) moru. w N) \\ v, DENOTES UTUTY POLE ® DENOTES UTILITY BOX O DENOTES CATCH BASIN , ,on. \ - DENOTES STORM SEWER -•- DENOTES E%ISTNG FENCE \ ACRE LAND SURVEYING ; ; •, SerVIo n atiet, metro sureat end beyond 783958-2997 ecrelendellrve Magma",. o forth ITn° of the Sa 726.0 feet of the SWI/4 I hereby certify that This survey, plan or report was prepared by me or under my direct supeMsion and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. A?=zz;2 ERIC R. ViEARYOUS Dote:Dec. 20th, 2021 Reg. No. 44125 n.:'$xee,°I631ZD LANE N.W ; n .71 Her Ta "' e i PARCEL "A" PROPERTY DESCRIPTION ' THAT PART OF THE EAST 421.04 FEET OF THE NORTHWESTIQUARTER OF THE i"..x NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32. RANGE 24, ANOKA COUNTY, MINNESOTA, LYING SOUTHERLY OF THE FOLLOWING(IDESCRIBED LINE "A" AND LUNG NORTHERLY OF THE FOLLOWING DESCRIBED IJNE "8" AND : LINE "A" IS DESCRIBED AS COMMENCING AT THE SOUTHEAST CORNER OF THE NORTH 673.18 FEET OF SAID NORTHWEST QUARTER OF t1�E NORTHEAST QUARTER; THENSOUTH 00 DEGREES 09 MINUTES 18 SITE EAST, ASSUMED BEARING, ALONG THE EAST UNE THEREOF 7.46 FEET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE OUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET: THENCE SO TH 88 DEGREES 02 MINUTES 30 SECONDS WEST 36.12 FET; THENCE SOUTH�0 DEGREES 09 MINUTES 43 SECONDS WEST 187.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS WEST 146.29 FEET TO THE WEST UNE OF THE EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE "A" THERE TERMINATING. I LINE "B" IS DESCRIBED AS BEGINNING AT THE SOUTHWEST CORNER OF SATO EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE] NORTHEAST QUARTER; THENCE SOUTH 88 DEGREES 54 MINUTES 16 S€€CONDS EAST (ASSUMED BEARING) ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER A DISTANCE OF 91.06 ME � THENCE NORTH 76 DEGREES 51 MINUTES 04 SECONDS EAST 338.57 FEE Tr TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUAR R AND SAID LINE THERE TERMINATING. ---------------L------ ace I PARCEL '°B°' PROPERTY DESCRIPTION THAT PART OF THE EAST 330.00 FEET OF THE SOUTH ST QUARTER OF THE NORTHEAST QUARTER, LYING NORTH OF THE SOUTH 7 6.00 FEET THEREOF TOGETHER WITH THAT PART OF THE EAST 421.04 FEE¶ OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, ALL IN SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA LYING SOUTHERLY OF THE • FOLLOWING DESCRIBED UNE: T�" SAID LINE IS DESCRIBED AS BEGINNING AT THE SOU -MW CORNER OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE SOUTH 88 ¢EGRES 54 MINUTES 16 SECONDS EAST (ASSUMED BEARING) ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER IA DISTANCE OF 91.06 FEET; THENCE NORTH 76 DEGREES 51 MINUTES 04 SECONDS EAST 338.57 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE 'THERE TERMINATING. I so I I I _ " B IFs2ND%'ANE N.W. "}' ee5.x I x °9,,1.,11 I " EXISTING PROPERTY DESCRIPTION 093 y r e.we ure THAT PART OF THE EAST 330.00 FEET OF THE SOUTHWEST QUARTER OF THE I s.a NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LYING NORTH OF THE SOUTH 726.00 MET THEREOF / n o3B TOGETHER WITH THAT PART OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE AT THE SOUTHEAST CORNER OF THE NORTHFEET OF SAIDMNG NORIWE THST QUARTER OF THE NORTHEAST QUARTER; 6THEN E SOUTH 00 DEGREES 09 MINUTES 18 SECONDS EAST. ASSUMED BEARING, ALONG THE EAST LME THEREOF 7.46 MET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE SOUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET; THENCE SOUTH 88 DEGREES 02 MINUTES 30 SECONDS WEST J 36.12 FEET; THENCE SOUTH 80 DEGREES 09 MINUTES 43 SECONDS WEST 87.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS MST_ 146.29 FEET TO THE WEST UNE OF THE EAST 421.04 MET OF SAI NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID U THERE TERMINATING. SUBJECT TO EASEMENTS AND VAUD RESTRICTIONS OF RECORD. *Above legal description per Inspection of county online tax records. Subject to revision. 2H PN LST JOB $20208 LEGEND m1 DENOTES GEOTECHNICAL SOIL BORING (25' DEPTH) " 1"S1Amne • DENOTES IRON MONUMENT FOUND .•ne omm DENOTES IRON MONUMENT SET {p DENOTES SOIL BORING (by TRADEWELL SOIL TESTING) ® DENOTES WELL v, DENOTES UTUTY POLE ® DENOTES UTILITY BOX O DENOTES CATCH BASIN �a1m1 DENOTES EXISTING CONTOUR - DENOTES STORM SEWER -•- DENOTES E%ISTNG FENCE M11.2 DENOTES EXISTING ELEVATION. ACRE LAND SURVEYING ; ; •, SerVIo n atiet, metro sureat end beyond 783958-2997 ecrelendellrve Magma",. o forth ITn° of the Sa 726.0 feet of the SWI/4 I hereby certify that This survey, plan or report was prepared by me or under my direct supeMsion and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. A?=zz;2 ERIC R. ViEARYOUS Dote:Dec. 20th, 2021 Reg. No. 44125 n.:'$xee,°I631ZD LANE N.W ; n .71 Her Ta "' e i PARCEL "A" PROPERTY DESCRIPTION ' THAT PART OF THE EAST 421.04 FEET OF THE NORTHWESTIQUARTER OF THE i"..x NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32. RANGE 24, ANOKA COUNTY, MINNESOTA, LYING SOUTHERLY OF THE FOLLOWING(IDESCRIBED LINE "A" AND LUNG NORTHERLY OF THE FOLLOWING DESCRIBED IJNE "8" AND : LINE "A" IS DESCRIBED AS COMMENCING AT THE SOUTHEAST CORNER OF THE NORTH 673.18 FEET OF SAID NORTHWEST QUARTER OF t1�E NORTHEAST QUARTER; THENSOUTH 00 DEGREES 09 MINUTES 18 SITE EAST, ASSUMED BEARING, ALONG THE EAST UNE THEREOF 7.46 FEET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE OUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET: THENCE SO TH 88 DEGREES 02 MINUTES 30 SECONDS WEST 36.12 FET; THENCE SOUTH�0 DEGREES 09 MINUTES 43 SECONDS WEST 187.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS WEST 146.29 FEET TO THE WEST UNE OF THE EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE "A" THERE TERMINATING. I LINE "B" IS DESCRIBED AS BEGINNING AT THE SOUTHWEST CORNER OF SATO EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE] NORTHEAST QUARTER; THENCE SOUTH 88 DEGREES 54 MINUTES 16 S€€CONDS EAST (ASSUMED BEARING) ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER A DISTANCE OF 91.06 ME � THENCE NORTH 76 DEGREES 51 MINUTES 04 SECONDS EAST 338.57 FEE Tr TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUAR R AND SAID LINE THERE TERMINATING. ---------------L------ ace I PARCEL '°B°' PROPERTY DESCRIPTION THAT PART OF THE EAST 330.00 FEET OF THE SOUTH ST QUARTER OF THE NORTHEAST QUARTER, LYING NORTH OF THE SOUTH 7 6.00 FEET THEREOF TOGETHER WITH THAT PART OF THE EAST 421.04 FEE¶ OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, ALL IN SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA LYING SOUTHERLY OF THE • FOLLOWING DESCRIBED UNE: T�" SAID LINE IS DESCRIBED AS BEGINNING AT THE SOU -MW CORNER OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE SOUTH 88 ¢EGRES 54 MINUTES 16 SECONDS EAST (ASSUMED BEARING) ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER IA DISTANCE OF 91.06 FEET; THENCE NORTH 76 DEGREES 51 MINUTES 04 SECONDS EAST 338.57 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE 'THERE TERMINATING. I so I I I _ " B IFs2ND%'ANE N.W. "}' ee5.x I x °9,,1.,11 I " EXISTING PROPERTY DESCRIPTION 093 y r e.we ure THAT PART OF THE EAST 330.00 FEET OF THE SOUTHWEST QUARTER OF THE I s.a NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LYING NORTH OF THE SOUTH 726.00 MET THEREOF / n o3B TOGETHER WITH THAT PART OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE AT THE SOUTHEAST CORNER OF THE NORTHFEET OF SAIDMNG NORIWE THST QUARTER OF THE NORTHEAST QUARTER; 6THEN E SOUTH 00 DEGREES 09 MINUTES 18 SECONDS EAST. ASSUMED BEARING, ALONG THE EAST LME THEREOF 7.46 MET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE SOUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET; THENCE SOUTH 88 DEGREES 02 MINUTES 30 SECONDS WEST J 36.12 FEET; THENCE SOUTH 80 DEGREES 09 MINUTES 43 SECONDS WEST 87.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS MST_ 146.29 FEET TO THE WEST UNE OF THE EAST 421.04 MET OF SAI NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID U THERE TERMINATING. SUBJECT TO EASEMENTS AND VAUD RESTRICTIONS OF RECORD. *Above legal description per Inspection of county online tax records. Subject to revision. 2H PN LST JOB $20208 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers COPY: James Dickinson, City Administratol' '\\- Joe Janish, Community Development r ctor Q FROM: Peter Hellegers, City Planner SUBJECT: Consider Humnicks Grove Preliminary Plat Request — 3415 163 d Lane NW (PID: 17-32-24-13-0007) — Rachel Humnick and Jaime Humnick DATE: March 1, 2022 INTRODUCTION The applicants propose to plat the 4.8 -acre parcel (Parcel B) to create two single-family rural lots which will be 2.27 acres each and would include the extension of 162nd Lane NW with a permanent cul-de-sac on the property. Figure l- site location DISCUSSION The Andover Review Committee (ARC) has reviewed the preliminary plat application and submitted comments to the developer. These staff review comments that have yet to be addressed are attached for your review. City staff would suggest the comments be reviewed as part of the preliminary plat review. The comments are not expected to impact the layout of the development. Conformance with Local Plans and Ordinances 1. The subject property is located outside the Metropolitan Urban Services Area (MUSA) boundary. 2. The proposal has a net density of 0.4 units/acre for property in the Rural Residential area which is guided 0.0 to 0.4 units/acre in the Comprehensive Plan. 3. The property is currently zoned R-1: Single -Family Rural. 4. The proposed lots are 2.27 acres which would be larger than 90% of the required 2.5 -acre minimum lot size; this is consistent with Code for a subdivision with just two lots. Street Access There is one proposed access point into the site from 162nd Lane NW which would provide street access, via a permanent cul-de-sac, for the two proposed home sites. The proposed cul-de-sac would remain just under the 500 -foot standard and would replace the existing temporary cul-de-sac. bN Figure 2- Street Access Lots The two proposed lots meet the minimum district requirements established by the City Code for the R-1 zoning district. The minimum lot size for parcels in the R-1 zoning district would be 2.5 acres. However, City Code provides allowance for subdivisions of just two parcels in the R-1 zoning district to be within 90% of the standard. This applies where the lots meet at least two of the three requirements for: lot width, depth, or area. The requirement that is not met must be within 90% of that requirement. On a minimum lot size of 2.5 -acres, 90% of that requirement would be 2.25 acres. Both lots in the proposed development would be 2.27 acres which exceeds 90% of the required lot size. Comparison of Proposed Lots to Minimum Lot Requirements Lot 1 City Code Minimum on cul-de-sac Lot 2 on cul-de-sac Lot Area *2.5 acres 108, 900 s 2.27 acres (98,881 s 2.27 acres (98,881 s Lot Width at ROW 50 ft 191.58 ft 122.58 ft Lot Width at Setback **300 ft / 160 ft Appx.280 ft 160.68 ft Lot Depth 150 ft Appx. 591.81 ft Appx.419.23 ft *Code provides allowance for subdivision with only two lots where the subdivision must meet at least two of the requirements for lot width, depth, or area and whatever is not met must be at least 90% of the requirement. The proposed 2.27 acre lots would be larger than 90% of the lot area requirement (2.25 acres). **Standard for cul-de-sac lots is 160 feet. Standard for non -cul-de-sac lots is 300 feet. pg. 2 Site Suitability A geotechnical/soils report, soil borings, and septic borings were submitted with the application. The Engineering Department reviewed the report and determined that the new lots are buildable. The plans show eligible septic drain field locations for both Lot 1 and Lot 2 which would exceed the size requirement from City Code. Utilities Both lots will be rural lots and will have private well and septic systems. Park Dedication and Trail Fees The proposed plat would divide the parcel (Parcel B) into a second developable lot. A park dedication fee and a trail fee for this additional lot would be required to be paid for at the time of the recording of the final plat. Coordination with other Agencies The developer and/or property owner are responsible to obtain all necessary permits including but not limited to Minnesota Department of Natural Resources, U.S. Army Corps of Engineers, Lower Rum River Water Management Organization, Minnesota Pollution Control Agency, LGU, and any other agency that may have an interest in the site. Initial contact shall be made with the City Engineering Department regarding this item. Planning Commission Meeting — February 8, 2022 The Planning Commission held a public hearing on the Preliminary Plat at their meeting on February 8, 2022. No comments were received, and no one came forward to speak to the request other than the applicants. At the conclusion of the hearing the Planning Commission recommended approval of the preliminary plat as written in the resolution. An excerpt of the minutes from that meeting has been included as an attachment. ACTION REQUESTED The City Council is asked to consider the proposed preliminary plat. Respect su itted, Peter H s, anner Attachments Resolutions of Approval or Denial Planning Commission meeting minutes excerpt — February 8, 2022 Engineering Comments dated January 19, 2022 Site Location Map Applicant Letter Preliminary Plat Plan Set dated December 21, 2021 Cc: Rachel Humnick, 11617 Evergreen Street NW, Coon Rapids, MN 55448 Jaime Humnick, 3415 163d Lane NW, Andover, MN 55304 pg. 3 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "HUMNICKS GROVE" FOR THE PROPERTY LOCATED (PID# 17-32-24-13-0007) LEGALLY DESCRIBED AS; THAT PART OF THE EAST 330.00 FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LYING NORTH OF THE SOUTH 726.00 FEET THEREOF TOGETHER WITH THAT PART OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTH 673.18 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 00 DEGREES 09 MINUTES 18 SECONDS EAST, ASSUMED BEARING, ALONG THE EAST LINE THEREOF 7.46 FEET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE SOUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET; THENCE SOUTH 88 DEGREES 02 MINUTES 30 SECONDS WEST 36.12 FEET; THENCE SOUTH 80 DEGREES 09 MINUTES 43 SECONDS WEST 187.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS WEST 146.29 FEET TO THE WEST LINE OF THE EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINE THERE TERMINATING. SUBJECT TO EASEMENTS AND VAUD RESTRICTIONS OF RECORD. *Above legal description per inspection of county online tax records. Subject to revision WHEREAS, the applicants, Rachel Humnick and Jaimie Humnick, have requested approval of a preliminary plat; and, WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and, WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing on said preliminary plat; and, WHEREAS, as a result of such public hearing, the Planning & Zoning Commission recommends approval of the preliminary plat to the City Council; and, NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of HUMNICKS GROVE with the following conditions: 1. City of Andover staff review comments dated January 19, 2022. 2. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 3. The applicant shall be required to pay a park dedication fee and a trail fee for the additional lot prior to final plat recording with Anoka County. 4. Prior to final plat recording with Anoka County, a development agreement acceptable to the City Attorney must be executed by the developer. Separate easement documents shall be required for each Vehicle Maintenance Access Area. 6. Applicant shall obtain all necessary permits from appropriate jurisdictions and agencies that may be required in order to develop the property. 7. A grading and erosion control plan must be submitted to the City at the time of building permit submittal. 8. All required permits must be obtained from the Lower Rum River Watershed Management Organization prior to the issuance of a building permit. 9. The Preliminary Plat is subject to a sunset clause as defined in Ordinance No. 40, Section III(E). Adopted by the City Council of the City of Andover this 1" day of March 2022. CITY OF ANDOVER Sheri Bukkila, Mayor ATTEST: Michelle Hartner, City Clerk CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION DENYING THE PRELIMINARY PLAT OF "HUMNICKS GROVE" FOR THE PROPERTY LOCATED (PID# 17-32-24-13-0007) LEGALLY DESCRIBED AS; THAT PART OF THE EAST 330.00 FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LYING NORTH OF THE SOUTH 726.00 FEET THEREOF TOGETHER WITH THAT PART OF THE EAST 421.04 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTH 673.18 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 00 DEGREES 09 MINUTES 18 SECONDS EAST, ASSUMED BEARING, ALONG THE EAST LINE THEREOF 7.46 FEET TO THE POINT OF BEGINNING OF SAID LINE TO BE DESCRIBED; THENCE SOUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST 60.34 FEET; THENCE SOUTH 88 DEGREES 02 MINUTES 30 SECONDS WEST 36.12 FEET; THENCE SOUTH 80 DEGREES 09 MINUTES 43 SECONDS WEST 187.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS WEST 146.29 FEET TO THE WEST LINE OF THE EAST 421.04 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID LINL THERE TERMINATING. SUBJECT TO EASEMENTS AND VALID RESTRICTIONS OF RECORD. *Above legal description per inspection of county online tax records. Subject to revision WHEREAS, the applicants, Rachel Humnick and Jaimie Humnick, have requested approval of a preliminary plat; and, WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and, WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing on said preliminary plat; and, WHEREAS, as a result of such public hearing, the Planning & Zoning Commission recommends approval of the preliminary plat to the City Council; and, NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby disagrees with the recommendation of the Planning and Zoning Commission and denies the Preliminary Plat of HUMNICKS GROVE with the following conditions: 1. 2. Adopted by the City Council of the City of Andover this 1 st day of March 2022. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 33 34 35 36 37 38 39 40 41 42 43 44 Regular Andover Planning and Zoning Commission Meeting Minutes – February 8, 2022 Page 3 Motion carries unanimously. Commissioner Volkenant asked if the property owner shortcuts from the park through their property. Jaime Humnick, 3415 – 163d Lane NW, came He stated on occasion people have wandered, b Motion: Chairperson Koehler assumed a Motion was taken by roll call. Godfrey - aye Hudson - aye VanderLaan - aye Koehler - aye Shafto - aye Loehlein - aye Volkenant - aye Motion carries unanimov. about people taking A and stated it is always a concern. not an issue. to close the Public Hearing at 7:15 p.m. Motion by Hudson econded by VanderLaan, to recommend approval of a lot split to subdivide two par is in the R-1 single family rural district for the property located at 3415 /-aye e NW otion was taken by roll call. - aye a - aye ayeye -ayet -ayearries unanimously. Mr. Hellegers stated the item will go before Council on March 1, 2022. PUBLIC HEARING: CONSIDER PRELIMINARY PLAT REQUEST FORT SOUTHERLY PORTION OF SUBJECT PROPERTY - PIN 17-32-24-13-0007; 3415 163'd LANE NW — (APPLICANTS — RACHEL HUMNICKIJA IME HUMNICK) The Planning Commission is requested to hold a public hearing make a recommendation to the City Council regarding a preliminary plat for the property located at 3415 163 a Lane NW. City Planner Hellegers presented the preliminary plat for the parcel and stated the applicant intends to have his children build homes on the two properties. Commissioner Godfrey asked who is responsible for removing the temporary cul-de-sac and building the new one, and who is responsible for maintenance. Mr. Hellegers stated 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes —February 8, 2022 Page 4 the developer is responsible for construction of cul-de-sac and the City will take ownership and maintain it. Commissioner Volkenant asked if the cul-de-sac would give access to any other developments in the future. Mr. Hellegers stated the cul-de-sac does not provide access to the property to the south. Chairperson Koehler asked if the property owner to the east was notified of the public hearing. Mr. Hellegers stated they were notified. Commissioner Loehlein asked if the cul-de-sac is standard. Mr. Hellegers stated temporary cul-de-sacs are narrower and permanent cul-de-sacs are 90 feet. Motion: Chairperson Koehler assumed a motion to open the Public Hearing at 7:25 p.m. Motion was taken by roll call. Godfrey - aye Hudson - aye VanderLaan - aye Koehler - aye Shafto - aye Loehlein - aye Volkenant - aye Motion carries unanimously. No one appeared before the Commission Motion: Chairperson Koehler assumed a motion to close the Public Hearing at 7:26 p.m. Motion was taken by roll call. Godfrey - aye Hudson - aye VanderLaan - aye Koehler - aye Shafto - aye Loehlein - aye Volkenant - aye Motion carries unanimously. Commissioner Shafto asked if the development is going to change anything for Pine Hills North Park. Mr. Hellegers stated the park will not be affected. Commissioner Shafto asked if there were concerns that there is no boundary between the park and the new lots. Commissioner VanderLaan stated the issue already exists. Chairperson Koehler asked if there is anything preventing the property owners from putting up a fence. Mr. Hellegers stated they can build a fence if they are outside the easement and it doesn't impact drainage. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes – February 8, 2022 Page 5 Commissioner Volkenant asked the distance from the back of the house to the park. Community Development Director Janish estimated the distance is 120 feet. Mr. Hellegers stated the property owner can construct a fence or add landscaping. Motion by Hudson, seconded by Shafto, to recommend approval of the preliminary plat for Humnicks Grove. Commissioner Loehlein asked why they are splitting the lot and only platting part of it. Mr. Hellegers stated it is the way Code is written. Motion was taken by roll call. Godfrey - aye Hudson - aye VanderLaan - aye Koehler - aye Shafto - aye Loehlein - aye Volkenant - aye Motion carries unanimously. Chairperson Koehler stated the item will go before Council on March 1, 2022. PUBLIC HEARING: — CONSIDER REZONING REQUEST — AMEND ZPXING BOUNDARIES BETWEEN NEIGHBORHOOD BUSINESS (NB) AND LTIPLE DWELLING (M- 2) ZONING DISTRICTS WITHIN PARCEL — P 30-32-24-43- 0018; UNADDRESSED PARCEL — BLAINE WATERS,QUE DEVELOPMENT (APPLICANT— LGA ANDOVER LLC) The Planning Commission is requestedZrehing public hearing and make a recommendation to the City Council regardirequest to change the boundary between Neighborhood Business (NB) and Mng (M-2) for PIN 30-32-24-43- 0018. Community Development Director J development will have a road going through the property which will s arate residential from business. Commissioner Loehlein anticipate Inca Street. Mr Motion: Chairperso oehler Motion was ta4oby roll call. Godfrey - a 'Laan - aye r - aye - aye rwhen the original zoning was done, the City did not stated that is a fair statement. assumed a motion to open the Public Hearing at 7:40 p.m. It 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755.5100 FAX (763) 755-8923. WWW.ANDOVERMN.GOV MPMODAMDON TO: Peter Hellegers, City Planner FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: January 19, 2022 REFERENCE: Humnicks Grove - Preliminary Plat Review #1 The following comments are renardina Review #1: 1. Need to obtain the necessary permits from the DNR, US Army Corps of Engineers, Lower Rum River WMO (LRRWMO), MPGA, and any other agency interested in the site. 2. A separate recordable document is required for each parcel for the 20' wide vehicle maintenance access (10' on either property). 3. Preliminary Plat: Remove the north half of the lot split from the project location map. 4. Preliminary Plat: Show location and label Soil Borings 1 & 2. 5. Preliminary Plat: Show and label FEMA flood plain boundary. Show drainage and utility easements 10' wide around the perimeter of Parcel A and up to the Flood Plain / High Water Level of 871.4 for Ditch 6 on the north side of Parcel A. 6. Due to the limited amount of proposed street and utility improvements, the City will allow the developer to utilize this plan set for final construction. Comments pertaining to the street and utility construction are included herein. 7. Sheet TOt: Add `4. City of Andover Standard Specifications." 8. Sheet C10: Verify all existing utilities within 100' of plat boundary are shown. Specifically review storm sewer west of plat boundary and any private utilities in 162nd Lane east of the plat. This will require a Gopher State One Call. 9. Sheets C10, C20, C30 & C40: Show location and label Soil Borings 1 & 2. 10. Sheet C10: Label 26' B/B width and Bituminous Curb (Typ.) for 162nd Lane east of plat. 11. Sheet C10: Add note "Salvage Sign (Contact City for Removal)' and show location of temporary cul de sac sign on west side of existing road. 12. Sheet C10: Add note to "Remove Fence." If the fence north and south of the proposed cul de sac right of way is desired to remain by owner that is acceptable unless barbed wire, then all needs to be removed. 13. Sheet C10: Hatch and identify tree removal necessary for storm sewer construction. Add and label tree protection fence adjacent to removals. 14. Sheet C10: Add note for parcels on existing cul de sac "Restore yards with 4" topsoil and sod Adjust existing irrigation systems (if any). Coordinate with impacted homeowners." 15. Sheet C20: Show existing 162nd Lane east of proposed road improvements. Label 26' wide. 16. Sheet C20: Add note "5' curb taper — match existing bituminous curb." 17. Sheet C20: Add an existing and proposed street profile with elevations and grades labeled. 18. Sheet C30: Turn on the proposed drainage and utility easement layer. 19. Sheet C30: Do not grade in the septic area for Lot 1. Revised grading contours for swale to gc south and west of septic area into infiltration basin. 20. Sheet C30: Add area table with the following areas provided: 1) Gross Residential Area; 2) Wetlands, Water Bodies and Non-Stormwater Ponds (including 16.5' buffer); 3) Public Parks / Open Spaces; 4) Arterial Road ROW (if any); 5) Floodplain (excluding 2 above); 6) Vehicle Maintenance Accesses; 7) Net Residential Area; 8) Total lots; 9) Total Units; 10) Net Density (units/acre); 11) Right of Way Area; 12)County Right of Way Area (if any); 13) Road Miles. Calculate areas to the nearest 0.1 acres. The Net Residential Area = 1-2-3-4-5-6. 21. Sheet C30: Label and identify elevation of EOF for low point in street. 22. Sheet C30: Provide a 20' wide Vehicle Maintenance Access to Infiltration Basin 1. Hatch and label in plan view. 23. Sheet C30: Revise sump depth on catch basin to be 4' deep (minimum). Add note to install 12" skimmer. 24. Sheet C30: Pull FES back into slope of infiltration basin. 25. Sheet C30: Revise "Sediment Control Log" around infiltration basin to 'Double row silt fence." Revise in plan view and in note 3 under infiltration basin notes. 26. Sheet 30: Tum on the lot numbers layer. 27. Sheet 30: Delete note 4 under general notes (from a different project?). Add note under general notes "Site is located within boundary of Lower Rum River WMO.' 28. Sheet C50: Delete detail 5, the pavement inset is already included in Detail 1 with mix designs. 29. Sheet C50: Revise detail 6 for curb and gutter so dimensions are consistent with MnDOT Standard Plate 7100H (18" gutter pan, 1.5" top radius on face). 30. Sheet C50 or C51: Add detail for catch basin skimmer from Momentum Environmental. 31. Sheet C51: Include a mix of topsoil and compost in bottom of infiltration basin in lieu of just scarified native soil to promote infiltration. Revise basin slope note to 4:1 maximum. 32. Identify in comment letter any changes made to plans since previously submittal not addressed in response comments. See comments on all plan sheets. 33. When the final plat is approved and recorded at the County, a digital copy of the plat (.dwg file) shall be submitted to the City. 34. When the as -built grading plan is approved, provide a digital copy to the City. 35. Review all City Codes for compliance. 36. Additional comments pending further review. The followina comments are reaardina Review #1 of the Hvdroloav Resort 1. Include storm sewer sizing calculations with tributary area map. 2. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing et di ital ,copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. C I T 1 O 1' NPreliminary Plat - (Parcel B) 3415 163rd Lane NW I l AV IRO ILMOR"'Ww . .Approximate �y Area of I Preliminary Plat �J pin Park Parark Nortort h • f}. Ky � I `4 of 1�. k Date Created February 3, 1021 Disclaimer. The provider makes no representation or warranties with respect to the reuse o/ this data. Boundary N lines are approximate and are only intended to depict the general location of the proposed appiications. Date 01/31/2022 Humnick lot split/preliminary plat We, Jaime and Bernice Humnick the owners of the property at 3415163`d In nw We would like to create two single family residential lots to give to our children to the south. The lot to the north will remain as is for now. As the owners we are willing to give the city an easement on the north end to the property to the west if needed in the future. We purpose to plat the southern portion to create these two new home sites. We appreciate your time and attention to this matter. Kind regards, Jaime and Bernice Humnick PRELIMINARY PLAT of N PROPERTY ADDRESS: #3415 - 163RD LANE N.W., ANDOVER, MN Eµ. BENN2q�y W03'M. N "W, E' ,a$ tT SZ — ----------- — — — — _—_ BE COMER OF N0. 6]11B'OF NWI/40F -for- HUMNICK RESIDENCE P.I.D.#17-32-24-13-0007 j -C'=1"IVr-D 8.04. LL All, S'' ------------ OOry4PoW \ B.4 am GRAPHIC \ µ 146.29 •o�.mi"ius .-azo -a.)� -- —1 �% Fi L ° SCALE m /ice ".A - e¢'eee'F N'j6°16'29•' "AHD � {n65 w.eme m!".A ,a 1 d'°P� _FAtN' °tyt` 1N •.'b� W i � i _ .. \ \ Ele9T1e ay2 .ter^tom., aFB�3.�� / + \ Iliad, •x�Cb .. d _'si?s —__ g/1— /moi �i�e _---___ fi ' GM \ ----- — a4 W7 Pa T"Its __6D ;\ W \\ \\ / -_ NORTH Ps +---- ----- .�� \ '_ \ ryr �B_— _V --r — a —J / m4 y &NMmW.CUX a163r�D LANE N.W.o' m.e /' ,/ 1 n us,n 1 `/ z. n$0 ; mzs im2 \B°0° =mzz us ams T. mrd=_ "� I �.'---------__, ra^., I rf- -so, m t_, so._ -tee //' ee,\ N� ml I ,•=y3. //' / =00x7 :mv \ rom.s ixe 1 �P aasu/ .Mi mx. __--- �/ �� �. LEGEND 12i =mv Mail Od°',PI0 DENOTES IRON MONUMENT FOUND oS /y'i° DENOTES IRON MONUMENT SET 1 =m2O .mz =mzs , .,/ .ms•"sMp .gn. y DENOTES SOIL BORING _ =ess1 l e DENOTES WELL u� m \\ ��' ,/ •°. DENOTES U11UTY POLES ------------c------------------------------ i� - ------------------------0 DENOTES UTIMTY BOX r =••.L \ / / ❑ DENOTES CATCH BASIN o PP 1, ,/ // =1E DENOTES EXISTING CONTWR . mxx "l,' SIT, SIT`MPg OOH /m —>— DENOTES STORM SEWER / e \aots,A BF /�� .5}g.51 t, r - �1a —.— DENOTES EXISTING FENCE S4,%,NO U10, IOSEO ' x1011.2 DENOTES EXISTING ELEVATION. eeze 2°Ap I / x UN�185Y04E api,���' - "N' ' •�/ 0 DENOTES PROPOSED 3 MARIE P 7( & / .man — — — — — — �s�— �°BJ L _ souW n f NWt/4 Of NEI/4 "!f 0 em4 S88)S4'16'E 1 �wI}n—:��.esc� /— — — —Tn. — — n _—_____ ______ SW 4. E �— / n,el e 4) I a .. LV EPsc Gxl names / CB_ ORPm°cL s U We.a / N°m.e P se.) i (x°fo°ive o lq7 IW7 m mr ml. c =.en. ; ; eP+, tiL----------------- ---------------------' SII, E 41I I xr7 "1.•'^ \ ;(/Me .a �rY.°r x:tt�e -b, / / Be s`x x°4i'3 \ \ '.1/ '/ = h x0917 / _ 4; J / . �•:;.'N - W BENCHMARK am / Ie I It LOT'2 I ,SIS FOR ELEVATION: ANOKA COUNTY BENCHMARK a� 1 o N0.3D73, 65' EASTERLY OF CL OF C.S.A.H. NO.9 & 120 S -LY 227 Ay:RES �x9`�ee4OF CL OF C.S.A.H. NO. 20. ELEV.- 895.257 (NAND 1988) xa (239 ACRES Including d/W) El So^ 1 �^ yS o BASES RBEARINGS: ANOKA COLQNTY COORDINATB I mu m C I f. TOTALP\q]� L= NOTES I /- area = 209,066 sq.ft. acres - Reid survey conducted in September, 2020. Soil I L__ _ ___________________1 L__________ borings located May. 2021. I V/ i \ 1 °�=Lis This survey was prepared without the benefit of I I mm '\ j1� I �" �C' •; Htlework. Easement, appurtenances and encumbrances.6u ed may exist in addition to those shown hereon. This sta �)II 1 a 31 �$m�=— / -Let°\ /°93d"-t'u%e : ee°� g °'� o .y� 1"• is subject to revision upon receipt of a title Insurance I I P „ — \ p-tnW'z01�4? commitment or attorneys title opinion. io (x.lm..07; IS _ 162ND LANE N.3V.=,e"', _ — PT`s e•Out. 7-4 &awxiImaii ...°s •mJ, 1 "ti: /4axA] ,�.. .z°. \ `SBBjg� 9SEiw m e4 e9f" \( m3 •BINMINWSI so su3WRB --� aw.° ;M$ ;em LANE N.W. " x ` x m°.. I I \ m..z z mz p•+x°� I l \° G — — — _6, V. \ \ .m x "e9±z� az °°z°°_ —_ — _ — — _ — _ — Ed. T's. e ,7.1 (x. ..it,. LOT7ye sr\ . o o fm31 .e9sp p„ 227 ACRES 1 bs.. 240 \\aI ( ACRES 8lchlf Ing FFilter)Filter)) = mml I EXISTING PROPERTY DESCRIPTION =8eze m \� e_zmz as THAT PART OF THE EAST 330.00 FEET OF THE SOUTHWEST QUARTER OF THE W°5- L - .Nortp.11oe oLNyso-T"•°tb°..° rmx oLtM1eSYy4�YBE1[4 - -z2 NORTHEAST QUARTER OF SECTION 1], TOWNSHIP 32, RANGE 24, ANOKA 'OL / n COUNTY, MINNESOTA, LYING NORTH OF THE SOUTH 726.00 FEET THEREOF '4-1mlAmoz N88°53'01"W _-, 30.09 z1 TOGETHER WITH THAT PART OF THE EAST 421.04 FEET OF THE NORTHWEST =°e°° _ 11 y m --/ ^ OUARTER OF THE NORTHEAST QUARTER OF SAID SECTION LYING SOUTHERLY ze zz±4 I ve OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTH 673.18 FEET OF OWNER: M11STEN68N TRUSTLc sTENEN R SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER: THENCE SOUTH 00 m8: 17-12-11"Be06 DEGREES 09 MINUTES 10 SECONDS EAST, ASSUMED BEARING, ALONG THE ZONING & SETBACK INFORMATION EAST UNE THEREOF 7.46 FEET TO THE POINT OF BEGINNING OF SAID LINE TO -PaovEaTrZONED Ra (SINGLE FAMILY auRAy BE DESCRIBED; THENCE SOUTH 71 DEGREES 55 MINUTES 43 SECONDS WEST MINIMUM AREA - 2.5 ACRES gTbere Is exaepdon where tore run del late fmm minlmum9 but need to be Wn I 60.34 FEET: THENCE SOUTH 88 DEGREES 02 MINUTES 30 SECONDS WEST I 904 of minimum resulrements). 38.12 FEET: THENCE SOUTH 80 DEGREES 09 MINUTES 411 SECONDS WEST J -SETBA. eurtOmG I 187.95 FEET; THENCE SOUTH 76 DEGREES 21 MINUTES 11 SECONDS WEST -PROW =40• 146.29 FEET TO THE WEST UNE OF THE EAST 421.04 FEET OF SAID -INIENoRs NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND SAID Ue THERE RfUJa B• TERMINATING. SUBJECT TO EASEMENTS AND VAUD RESTRICTIONS OF RECORD. WATERSHED DI51NCr: LOWER RUN RIVER WATERSHED I hereby certify that this Status, lan .Above legal description per Inspection of county online tax records. Subject to revlslon. MINIMUM Law` FLOOR SMALL BE VABOVE 100 YR HWL OR 3'SELSOWEL HIGH-WATER MARK. NO MO NG TO Or report Oprepared by me under LOW FLOOR REQUIREMEW IMPOSED BY CIT', my direct superNBl°e and that I am - ALL PROPERTY SURROUND SETS IS ZONED R -I SINGLE FAMILY RURAL EKCIPTPART TO WEST OF SITE. a duly Registered Land Surveyor under the Iowa of the State of Minnesota. MACRE LAND SURVEYING A �SeryFg,FwD SEm URVEYING � I._� ERIC R NCKAR WS um allff I7�'CNKI III Date: Dec 20th2021 Reg. No. 44125 783-4582887 acrelanasurve CmgmaG. D —J , . .. ft.N... I—I. nm•.B.I..1.-mt2a2a6 a: aaPY.r•w.R\mzoane.e.a Lvzorzo2L PS241 PM Csr _ JOB #20208 OWNER: Jamie & Rachel Humnick 3415 163rd Lane NW Andover, MN 55304 Ph: rachelhumnick@gmaii.com SURVEY: Acre Land Surveying, Inc. 9140 Baltimore St NE Ste 100 Blaine, MN 55449 Attn: Eric Vickaryous Ph: (763) 458-2997 acrelandsuwey@gmaii.com CIVIL: Civil Methods, Inc. PO Box 28038 St. Paul, MN 55128 Attn: Kent Brander, PE Ph: 763.210.5713 kent.brander@civilmethods.com CIVIL METHODS, INC. P.O. Box 28038 St. Paul, MN 55128 0:763.210.5713 1 www.civilmethods.com CITY / TOWNSHIP: City of Andover 1685 Crosstown Blvd NW Andover, MN 55304 Ph: (763) 755-5100 David Berkowitz Director of Public Works/City Engineer Ph: (763) 767-5133 D.Berkowitz@andovermn.gov WATERSHED ORGANIZATION: Lower Rum River WMO c/o Anoka City Hall 2015 First Avenue Anoka, MN 55303 Jason Law, Assistant City Engineer Ph: (763) 767-5130 J.Law@andovermn.gov iS,4�LS,r_(_ w ES 12-21-2021^ KENT E. BRANDER 44578 o[mar.eo KEB owvm KEB oucrso oNs PRELIMINARY PLANS FOR HUMNI CKS GROVE ANDOVER, MN December 2021 CLEC IVE DEC 2) 1 ?";21 SHEETINDEX THE EXISTING UTILITY INFORMATION SHOWN IN THIS PLAN HAS T01 TITLE SHEET BEEN SURVEYED -BY OTHERS: THE CONTRACTOR SHALL FIELD C10 EXISTING CONDITIONS AND REMOVALS VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY 811 OR C20 STREET GEOMETRICS GOPHER STATE ONE CALL (1.800.252.1166). C30 GRADING, DRAINAGE, & EROSION CONTROL THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS C40 SWPPP UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS C50 - C52 DETAILS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." GATE/PEVISION: I OWNER: JAMIE & RACHEL HUMNICK rz.zrzozl Aasoa^ma PLAN REFERENCES: 1. MINNESOTA DEPT. OF TRANSPORTATION - STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS, LATEST EDITION. 3. UNREINFORCED CONCRETE PER ACI 330R-08 AND ACI 330.1-03. mE TITLE SHEET 3415 163RD LANE NW - HUMNICKS GROVE ANDOVER,MN a- Itnowwbat's blli'10W. Call betweyou ft KETNO TO i S --� !------= -- — — —- SS8i=4'lo"E j — — 91..06 / 7 I I / I I 1 / 1 / l � P 1 / 1 1 / e I I j I i I! / i / 1 I I l I I y;, I� 1\ 71- T 'C,✓ NS8153'07"VI - 0.09 I j I — — — — — — — — — — — — — — — — — — ----------- REMOVE -60 -------REMOVE-600 BY BIT. CURB & PAVEMENT. SAW CUT, FULL DEPTH ------------ 162/ND LANE N.W. --- aez --_ --- GENERAL NOTES BENCHMARK ANOKA CTY SM NO 2073 ELEV. = 895.257 (NAVD 88) LEGEND 1. Topographic survey completed by Acre Land Surveying, 02-18-2021, 2. The subsurface utility location information in this plan is utility quality level D. This utility quality level was determined according to the guidelines of CIIASCE 3M2, titled 'Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." Engineer does not guarantee the accuracy of utility locations or that all existing utilities are shown; Contractor is responsible for locating utilities prior to digging. 3. Perimeter sediment controls shall be installed prior to beginning site disturbance operations. 4. Existing pavement shall be cul full -depth to provide a clean, uniform face for new connection. 5. Items shall be removed and disposed of offsite as necessary. 6. Protect light poles and other existing utilities, signs, Vass, etc. RelDcation of any private utilities not directed on these plans shall be coordinated with the utility owner. If drain file is encountered, Engineer shall be notified immediately; reconnection or rerouting will be required. 7. Damaged items or property shall be repaired or replaced at Contractors expense. I EGE1VED DEC 2 12021 U TY OF AINDOVER KnDwwnambelow Ca116eforl dig. CIVIL METHODS, INC. vaoPEanuxE ® REMOVE eINMINOU5 PAVEMENT ----- EY CQVTOua - EYW000EOMEA e- .-11O: xo,sxEET 1. Topographic survey completed by Acre Land Surveying, 02-18-2021, 2. The subsurface utility location information in this plan is utility quality level D. This utility quality level was determined according to the guidelines of CIIASCE 3M2, titled 'Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." Engineer does not guarantee the accuracy of utility locations or that all existing utilities are shown; Contractor is responsible for locating utilities prior to digging. 3. Perimeter sediment controls shall be installed prior to beginning site disturbance operations. 4. Existing pavement shall be cul full -depth to provide a clean, uniform face for new connection. 5. Items shall be removed and disposed of offsite as necessary. 6. Protect light poles and other existing utilities, signs, Vass, etc. RelDcation of any private utilities not directed on these plans shall be coordinated with the utility owner. If drain file is encountered, Engineer shall be notified immediately; reconnection or rerouting will be required. 7. Damaged items or property shall be repaired or replaced at Contractors expense. I EGE1VED DEC 2 12021 U TY OF AINDOVER KnDwwnambelow Ca116eforl dig. CIVIL METHODS, INC. o,`r.,,.. ,M„1 --,„N DATEMEViSiDM ow as nnE: saEETno: T -Ta MdT:aa..u,��.,,.,,"°,°,.e u.s«M,:,.., n°«,mEzo",'.`” :N«E 4a„ a'°°^ P' s°m w JAMIE & RACHEL HUMNICK EXISTING CONDITIONS & REMOVALS P.O. Box 28038 St. Paul, MN 55128 12-21-2021 "Ea ,u,-su. arta°maw 3415 163RD LANE NW - HUMNICKS GROVE C 1 O 0:763.210.5713 I www.civilrnethods.com KENT E. BRANDER `� weo oMP MN u<„o: "578ANDOVER, O 91.06 -------'� -- "tt -------'-i i \\ I I \ I j I SURMOUNTABLEI 7YtW CONIC. C&G o«W / b o. n /I PROP. ROW _ _ _ _ 1„W 330.09 — — — — — — — i I I I i I i BITUMINOUS PAVEMENT I SURMOUNTABLES CONC. C&G t5c END PAVEMENT& CONC. C&G, STA 1-54 1`00 1+70 162ND LANE N.W. 31' — _ _ — — — — — CONC. C&G B618 ON RADII t5o li i 111 GENERAL NOTES BENCHMARK Al CTY SM NO 2073 ELEV. = 895.257 (NAVD 88) LEGEND 1. See Preliminary Plat document (Acre Land Surveying) for parcel information. 2. The subsurface utility location information in this plan is utility quality level D. This utility quality level was determined according to the guidelines of CIIASCE 3802, titled 'Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data” Engineer does not guarantee the accuracy of utility locations or that all existing utilities are shown; Contractor is responsible for locating utilities prior to digging. 3. Protect light poles and other existing utilities, signs, trees, etc. Relocation of any private utilities not directed on these plans shall be coordinated with the utility owner. If drain tile is encountered, Engineer shall be notified immediately; reconnection or rerouting will be required. 4. Damaged items or property shall be repaired or replaced at Contractor's expense. 5. Dimensions are to back of curb unless noted otherwise. 6. See detail sheets for additional specifications. 7. Concrete surmountable curb shall be used along straight road and around cul-de-sac; 8618 G&G shall be used on radii entering the cul-de-sac. RECEIVED DEC 2 12021 CITY OF ANDOVER Imow xnef�below. CallbefomVil iq CIVIL METHODS, INC. PROPERNLINE tet— RET9PCK —' — EASEMENT & DETNLID: N05HEET 1. See Preliminary Plat document (Acre Land Surveying) for parcel information. 2. The subsurface utility location information in this plan is utility quality level D. This utility quality level was determined according to the guidelines of CIIASCE 3802, titled 'Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data” Engineer does not guarantee the accuracy of utility locations or that all existing utilities are shown; Contractor is responsible for locating utilities prior to digging. 3. Protect light poles and other existing utilities, signs, trees, etc. Relocation of any private utilities not directed on these plans shall be coordinated with the utility owner. If drain tile is encountered, Engineer shall be notified immediately; reconnection or rerouting will be required. 4. Damaged items or property shall be repaired or replaced at Contractor's expense. 5. Dimensions are to back of curb unless noted otherwise. 6. See detail sheets for additional specifications. 7. Concrete surmountable curb shall be used along straight road and around cul-de-sac; 8618 G&G shall be used on radii entering the cul-de-sac. RECEIVED DEC 2 12021 CITY OF ANDOVER Imow xnef�below. CallbefomVil iq CIVIL METHODS, INC. =­­ w.-- U GvNER: TRE: EE No: ","..cooIIMTS Nx,.ma,.,:."' ll�CEI a Pre°mI1., N JAMIE & RACHEL HUMNICK STREET GEOMETRICS P.O. Box 28038 St. Paul, MN 55128— a 12-21-2021 ' xEa 21 KwPTlIREVISION: u.zr-zoa—.1.1 I 3415 163RD LANE NW - HUMNICKS GROVE I C200:763.210.5713 I www.civilmethods.com KENT E. BRANDER ca° OMP ANDOVER,MN m 44578 11 aE E 1 7'X 10' RIPRAP C51 REINFORCED EOF OUTLET I INFILTRATION BASIN 1 - DOT = 884.0 1 OUT = 885.2 C51 HWL 885.7 VOL = 1706 CF 4 SEDIMENT - ml CONTROL LOG (TYP) I � 1 i I 1 I. GRADE TO i DRAIN TO I INF BASIN I i I aep i 4 / GRADE TO DRAIN TO I/ I INFILTRATION I I ` BASIN / J i ' I \ I / !1 I h n / 891.0 / i r PROPERtt UNE LOT NUMBER i TF=894.5 BLOCK NUMBER NA G=894.2 HOUSE TYPE SWO LL=891.5 TOC ELEV AT DRIVEWAY in sw0 N 893.7 ;(MIN LL DRIVEWAY GRADE \ 3.5% + 93L1 i � s1 891.5 LOOKOUT ELEV / 891.0 / i r !" Nw: 886,80 57' -IT RCP@ I TF= 894.0 7 G=093.] y3 LL= 891.0 h \ 890.5 sw0 wr Muni ,\ \ (MIN LL=88].i) ; =s--is__iS-'is� yes SUMP STRUCTURE W/PRESERVER BAFFLE � is i C51 _ - - S _ - - _ - _ _ _ _ _ _ _ _ -0 5% 1.00 1+70 Tr 162ND LANE N.W. _______ -__I LOT BY LOT TABULATION PROPERtt UNE LOT NUMBER i TF=894.5 BLOCK NUMBER NA G=894.2 HOUSE TYPE SWO LL=891.5 TOC ELEV AT DRIVEWAY 892.3 sw0 N 893.7 ;(MIN LL DRIVEWAY GRADE \ 3.5% + 93L1 N % 891.5 LOOKOUT ELEV NA E I 891.0 891.5 I1 2.80+892.t1r D 885.7 y !" Nw: 886,80 57' -IT RCP@ I TF= 894.0 7 G=093.] y3 LL= 891.0 h \ 890.5 sw0 wr Muni ,\ \ (MIN LL=88].i) ; =s--is__iS-'is� yes SUMP STRUCTURE W/PRESERVER BAFFLE � is i C51 _ - - S _ - - _ - _ _ _ _ _ _ _ _ -0 5% 1.00 1+70 Tr 162ND LANE N.W. _______ -__I LOT BY LOT TABULATION PROPERtt UNE LOT NUMBER 1 2 BLOCK NUMBER NA NA HOUSE TYPE SWO SWO TOC ELEV AT DRIVEWAY 892.3 692.3 GARAGE FLOOR ELEV 893.7 894.2 DRIVEWAY GRADE 2.3% 3.5% LOW FLOOR ELEV 891.0 891.5 LOOKOUT ELEV NA NA LOW OPENING ELEV 891.0 891.5 100 -YEAR HWL 885.7 885.7 EOF ELEV 885.2 885.2 HIGHESTANTICIPATEDWL 881.0 881.0 BENCHMARK ANOKA CTY BM N02073 ELEV. = 895.257 (NAVD 88) LEGEND GENERAL NOTES: 1. The subsurface utility location information in this plan is utility quality level D. This utility quality level was determined according to the guidelines of Cl/ASCE 38-02, tided 'Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." Engineer does not guarantee the accuracy of utility locations or that all existing utilities are shown. 2. See Preliminary Plat for proposed parcel nomenclature and easements. 3. Tree Preservation: it is anticipated that all trees will be removed within the grading limits indicated. 4. Offsite pond to the south HWL and EOF information provided by the RWMWD and City, respectively. 5. Contractor is responsible for locating utilities prior to digging. 6. Construction shall complywith all applicable governing cedes. jo 9 9 7. Contractor is solely responsible for jobsite conditions, including safely of all persons and property throughout the duration of the project (not limited to working hours). B. Maximum permissible slope is 4:1. Swales shall maintain a minimum of 2.0% guide, and street curb gutter shall have a minimum grade of 0.5%. 9. Final grade shall be 0.5' below top of foundation elevation around building; all drainage shall be directed away from buildings. 10. Damaged items or property not identified for removal shall be repaired or replaced at Contractor's expense; no extra compensation will be allowed for repair or replacement not indicated on plans or agreed upon with prior written authorization from the Owner. 11. Contours shown to finished grade. 12. Point elevations shown at flow line, unless otherwise noted. INFILTRATION BASIN NOTES: 1. Excavate basin to subgrade with light -weight equipment or from outside the basin footprint to minimize compaction. Ifcomprected,scarify subgrade 12". 2. Rough grade to within 6" of subgrade elevation during mass site grading operations. Excavate to final subgrade and install engineered soil media after upstream drainage area has been stabilized. 3. Prevent sheat flow from disturbed unvegetated areas from entering the graded basin directly; Install sediment control lag around top of basin (to remain In place un81 upslepe area is completely vegetated and homes constructed). 4. Plant native seed mix and blanket / hydromulch bottom and sideelopes (to overflow) of basins (see Sheet C50). EROSION CONTROL NOTES: 1. See SWPPP sheet for additional information; Contractor is responsible for obtaining MPCA NPDES Construction Stormwater Permit prior to disturbance. 2. Install construction entrance and perimeter controls prior to beginning grading operations. Additional stabilized entrances may be used; all construction traffic must enter and exit site through stabilized entrance. 3. Topsoil and erosion control items shall conform to MWDOT 2574-2575. 4. A minimum of 4" of topsoil shall be placed in all green space. 5. Erosion central blanket, Mn/DOT Cat.3 (3885) shall be installed as indicated. 6. Inlet sediment control shall be in place during all phases of construction and until site is seeded and mulched. Type shall be as appropriate depending on construction phase. 7. Inlet protection shall be removed by Contractor prior to winter freeze, and replaced in the spring if site stabilization is not achieved, or at the direction of the City Engineer. 8. Sod or seed areas to be mowed / maintained with low -maintenance turf, Mn/DOT Mix 25-131 (3876) or as directed by Owner. 9. Seed infiltration basin bottom and sides with native wet & dry -tolerant seed, Mn/DOT Mix 33.261. Alternatively, "rain garden" plant plugs may be installed for immediate establishment of vegetation. 10. Seed natural areas with general roadside Mn/DOT Mix 25-141 or alternate prairie mix. I. All seeded areas, including Infiltration basin shall be seeded (or planted) and covered with hydraulic mulch matrix (3884.82) or blanket (Cat. 0), unless noted otherwise. 12. Sediment control logs shall be minimus 6" diameter and installed as indicated. Logs may be straw, wood. or fiber (no compost) (3897). 13. Random crushed riprap per Mn/DOT 3601 shall be of class and quantity as indicated, and shall include geotextile fabric (3733). 14. Erosion discovered during constructlon shall be repaired immediately by the Contractor. 15. Contractor is responsible for preventing sediment transport from site; sediment tracked onto adjacent streets will be swept immediately upon discovery (incidental). 16. Developer is responsible for removing erosion control features upon establishment of permanent erosion control. 4 ECEEiVED DIC'2 ? 2021 C- I T Y OF ANDOVER xmwwbacsbel0yL CW1 before you dig. CIVIL METHODS, INC.OATE/aeva'ON owNER: nnE: aND: B P.O. Box 28038Q414.1 JAMIE & RACHEL HUMNICK GRADING DRAINAGE & EROSION CONTROL pne�roN..'v, °"'r`u"'°""`m`'�. ( P RmImINI x r C30 St. Paul, MN 55128 �Y't�-�'�-t- a 12-21.2021 KEa 3415 163RD LANE NW - HUMNICKS GROVE o:763.210.5713 www.civilmethods.com KENT E.BPANDER a o omv Ix 44578 ANDOVER, MN PROPERtt UNE SETBACK - ---'- EPSe.ent PROP. CONTOUR ----- EX COMOUR PROP. FLOW DIRECnON INMUFor on 8 NSEEDAP M IN( ROCK RIPW. PANDOM CRV3NE) STABILQE D CONSTRUCTION E W PA W- SILTTENCE �- -- SEDIMEWCOmPoLLOG INLETPROTECl10N e- DETAIL ID: N05REET GENERAL NOTES: 1. The subsurface utility location information in this plan is utility quality level D. This utility quality level was determined according to the guidelines of Cl/ASCE 38-02, tided 'Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." Engineer does not guarantee the accuracy of utility locations or that all existing utilities are shown. 2. See Preliminary Plat for proposed parcel nomenclature and easements. 3. Tree Preservation: it is anticipated that all trees will be removed within the grading limits indicated. 4. Offsite pond to the south HWL and EOF information provided by the RWMWD and City, respectively. 5. Contractor is responsible for locating utilities prior to digging. 6. Construction shall complywith all applicable governing cedes. jo 9 9 7. Contractor is solely responsible for jobsite conditions, including safely of all persons and property throughout the duration of the project (not limited to working hours). B. Maximum permissible slope is 4:1. Swales shall maintain a minimum of 2.0% guide, and street curb gutter shall have a minimum grade of 0.5%. 9. Final grade shall be 0.5' below top of foundation elevation around building; all drainage shall be directed away from buildings. 10. Damaged items or property not identified for removal shall be repaired or replaced at Contractor's expense; no extra compensation will be allowed for repair or replacement not indicated on plans or agreed upon with prior written authorization from the Owner. 11. Contours shown to finished grade. 12. Point elevations shown at flow line, unless otherwise noted. INFILTRATION BASIN NOTES: 1. Excavate basin to subgrade with light -weight equipment or from outside the basin footprint to minimize compaction. Ifcomprected,scarify subgrade 12". 2. Rough grade to within 6" of subgrade elevation during mass site grading operations. Excavate to final subgrade and install engineered soil media after upstream drainage area has been stabilized. 3. Prevent sheat flow from disturbed unvegetated areas from entering the graded basin directly; Install sediment control lag around top of basin (to remain In place un81 upslepe area is completely vegetated and homes constructed). 4. Plant native seed mix and blanket / hydromulch bottom and sideelopes (to overflow) of basins (see Sheet C50). EROSION CONTROL NOTES: 1. See SWPPP sheet for additional information; Contractor is responsible for obtaining MPCA NPDES Construction Stormwater Permit prior to disturbance. 2. Install construction entrance and perimeter controls prior to beginning grading operations. Additional stabilized entrances may be used; all construction traffic must enter and exit site through stabilized entrance. 3. Topsoil and erosion control items shall conform to MWDOT 2574-2575. 4. A minimum of 4" of topsoil shall be placed in all green space. 5. Erosion central blanket, Mn/DOT Cat.3 (3885) shall be installed as indicated. 6. Inlet sediment control shall be in place during all phases of construction and until site is seeded and mulched. Type shall be as appropriate depending on construction phase. 7. Inlet protection shall be removed by Contractor prior to winter freeze, and replaced in the spring if site stabilization is not achieved, or at the direction of the City Engineer. 8. Sod or seed areas to be mowed / maintained with low -maintenance turf, Mn/DOT Mix 25-131 (3876) or as directed by Owner. 9. Seed infiltration basin bottom and sides with native wet & dry -tolerant seed, Mn/DOT Mix 33.261. Alternatively, "rain garden" plant plugs may be installed for immediate establishment of vegetation. 10. Seed natural areas with general roadside Mn/DOT Mix 25-141 or alternate prairie mix. I. All seeded areas, including Infiltration basin shall be seeded (or planted) and covered with hydraulic mulch matrix (3884.82) or blanket (Cat. 0), unless noted otherwise. 12. Sediment control logs shall be minimus 6" diameter and installed as indicated. Logs may be straw, wood. or fiber (no compost) (3897). 13. Random crushed riprap per Mn/DOT 3601 shall be of class and quantity as indicated, and shall include geotextile fabric (3733). 14. Erosion discovered during constructlon shall be repaired immediately by the Contractor. 15. Contractor is responsible for preventing sediment transport from site; sediment tracked onto adjacent streets will be swept immediately upon discovery (incidental). 16. Developer is responsible for removing erosion control features upon establishment of permanent erosion control. 4 ECEEiVED DIC'2 ? 2021 C- I T Y OF ANDOVER xmwwbacsbel0yL CW1 before you dig. CIVIL METHODS, INC.OATE/aeva'ON owNER: nnE: aND: B P.O. Box 28038Q414.1 JAMIE & RACHEL HUMNICK GRADING DRAINAGE & EROSION CONTROL pne�roN..'v, °"'r`u"'°""`m`'�. ( P RmImINI x r C30 St. Paul, MN 55128 �Y't�-�'�-t- a 12-21.2021 KEa 3415 163RD LANE NW - HUMNICKS GROVE o:763.210.5713 www.civilmethods.com KENT E.BPANDER a o omv Ix 44578 ANDOVER, MN ALL CONSTRUCTION ACTIVITIES MUST MEET THE REQUIREMENTS OF THE MPCA'S GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES/SDS PROGRAM (MNR100001). All sheets of this planset, as well as the related Project SWMP, are hereby referenced as part of this SWPPP; any related pages shall be revised as appropriate for differing site conditions. Specific reference permit sections included in parentheses throughout. SITE AND CONSTRUCTION DESCRIPTION This project includes site grading and mad construction for a lot split and cul-desac in Andover, Anoka County, MN (Let: 45.266188, Long: .93.352472). The site work will include disturbance of 1.0 acres for the Construction of a 31' wide rural -section roadway and cul-de-sac, as well as storm sewer, site grading, and demolition of the existing cul-de-sac. Approximately 10,000 CY of material will be excavated and relocated en -site, and all areas will be stabilized and restored as indicated in the plans. Ripmpwill be installed at all storm sewer and culvert pipe outlets. The existing site is an agricultural area and no groundwater or soil contamination is anticipated (16.15). The Contractor shall sign the MPCA NPDES Construction Stormwater Permit application as "Operator" and be solely responsible for meeting the erosion and sediment control requirements of the permit. Disturbed Area: 1.0 acres Pre -Construction Impervious Area: 0.0 acres Post -Construction Impervious Area: 0.4 acres Newly Created Impervious Area: 0.4 acres Permanent Stormwater Treatment Required (if >1.0 acne): NO Although not required for the MPCA NPDES Permit, permanent stormwater management is required by Lower Rum River Watershed Management Organization and is described in detail in the project Stormwater Management Plan (SWMP) document. In summary, the site has been designed to infiltrate a WQV of 1"from the site impervious area, which will be pretreated using sumps. Discharge rates from the site have been maintained. Seasonal high water table (SH WT) elevations have been approximated with soil borings indicating mottled soils. A minimum of 3' of separation is Provided (as required) from bottom of infiltration to SH WT elevation. Soils at the site are primarily fine sands and loamy sands. The NCSS classifies the soils throughout the site as HSG A, with part of the area classed as HSG A/D. Soil borings have confirmed the general soil nature as mapped with the HSG A designation being appropriate. The site does not discharge to an Impaired Water within 1 mile, as defined by the State's Impaired Waters List. SOILS MAP CIVIL METHODS, INC. P.O. Box 28038 St. Paul, MN 55128 o:763.210.5713 I www.civilmethods.com EROSION & SEDIMENT CONTROL 1. The Contractor shall use phased construction whenever practicalto minimize disturbed area at any one time. 2. A50'natural buffer shall be preserved within surface waters adjacent to construction. if not feasible, redundant (double) Perimeter sediment Controls separated by 5.0' are required. Special Waters require 100'buffer. 3. Ail exposed sail areas must be stabilized as soon as possible to limit soil erasion but in no case later than 7 days after the Construction activity in that portion of the site has temporarily or permanently ceased. 4. The following shall be installed within 24 hours of connection to surface water or property edge: 4.1. Energy dissipation (Holes) at all outlet aprons 4.2. Stabilization of temporary or permanent drainage swales within 209 of property boundary or Connection to surface watt (e.g., storm sewer inlet, drainage Swale, etc.) 5. Avehicle tracking BMP must be installed at the site entrance where haul vehicles are entering and exiting the site, including: rock pad, slash mulch, wash rack, etc. Streets must be swept within 24 hours of discovery ofoffsite tracking. 6. Temporary stockpiles must have silt fence or other applicable sediment control device around the base of the pile. 7. The Contractor shall be responsible to control sediment -laden surface water from leaving site. All mobilized sediment that has left the construction zone shall be Collected by the contractor and properly disposed of at no additional cost to the owner. 6. Any fines levied due to Inadequate erosion or sediment control practices, sediment discharging from the site, etc., shall be the responsibility of the Contractor. 9. Inlets shall be protected from sediment at all times, with appropriate protection installed for each phase of development. 10. Infiltration /filtration basins shall not be excavated to final grade until contributing drainage area has been fully stabilized, unless rigorous are incorporated to keep sediment from draining to the basins (16.4). 11. When excavating to within 3' of final grade of infiltration/filtration system, areas shall be staked to ensure vehicles and equipment do not compact the soil. 12. Adjacent roads must be inspected and kept clear of sediment; roads to be swept within 24 hours of tacked sediment discovery. 13. Additional temporary BMPs may be required to reduce the potential for sediment transport during Construction. If deemed necessary by onsite personnel, Engineer or Owner shall be contacted immediately for approval or guidance, if available. Otherwise best judgment shall be used to provide rapid stabilization or sediment controls as necessary to minimize potential pollutant discharge. CONSTRUCTION IMPLEMENTATION SCHEDULE & PHASING 1. Install perimeter silt fence / sediment logs, and construction entrance as shown prior to site disturbance. 2. Complete soil stripping and rough grading of site. 3. Install bioretention areas and outlet means. 4. Install parking pavement and curbing as indicated, 5. Replace topsoil and establish vegetative cover. 6. Complete site restoration and final stabilization measures (remove temporary controls after construction acitivity has ceased and vegetation is established). 7. Submit Notice ofTermination(NOT) to MPCA within 30 days. DEWATERING & BASIN DRAINING 1. Dewatering water, if necessary, must be discharged to a temporary or permanent sediment basin when feasible; if not feasible, appropriate SM Ps must be used to prevent sediment -laden water from discharging downstream. 2. Use appropriate energy dissipation measures on all discharges to prevent erosion at discharge outlet. Discharge must not cause nuisance or erosive conditions to downstream properties or receiving channels. Excessive inundation of downstream wetlands Is not permitted (if applicable). 3. If filters with backwash water are used, all backwash water most be hauled offsite for disposal, returned to the beginning of the treatment process, or incorporated into the site in a manner not causing erosion. 4 FW r H OATS/REVISION N.26M31 r,ei, Plat...mvl 12.213031 Rnudniul ITEM QUANTITY --l-..U. uxo[nt„[uwz CP I ovn¢stnl sax.o. ttEa F 1,000 SY i w 12-21-2021 Mi9 TENT E. BRANDER 10 CY 44578 --D amp ,�. 4 FW r H OATS/REVISION N.26M31 r,ei, Plat...mvl 12.213031 Rnudniul ITEM QUANTITY SILTFENCE(OR SEDIMENT CONTROL LOG) 1400 LF SEED/MULCH 1,000 SY ROCK CONSTRUCTION ENTRANCE 1 EA RI PRA RANDOM CRUSH ED 10 CY BECE]VED OEC m 1 ?liC1 CITY OF Aji !DOVER OM.ER: INSPECTIONS & MAINTENANCE 1. The contractor must routinely inspect the construction site once every 7 days during Construction, and within 24 he of receiving more than Y22" of rain in 24 hrs. Rainfall amounts must be measured by a properly installed rain gage onsite, or from a weather station within 1 mile of the project, or from a weather reporting system with site specific radar rainfall summaries (11.11). 2. All inspections and rainfalls> F must be recorded and retained onsite with the SWPPP. Inspections shall include:date/time, name of individual, date & amount of rainfall, findings, Corrective actions, observed dischargellocation/description, any proposed SWPPP amendments. 3. Inspections may be suspended when work is stopped due to frozen conditions. The Contractor's inspector must resume inspections within 24 hours after runoff occurs at the site or prior to resuming construction, whichever Comes first. 4. Silt fence (or related perimeter control device) must be maintained when accumulated sediment reaches J the height of the device, or if device becomes ineffective (by the end of the next business day following discovery). 5. Permanent and temporary sediment basins, if applicable, shall be drained and cleaned when sediment depth reaches Y2 of original storage volume; Complete within 72 hum of discovery. Must be cleaned prior to project completion. 6. Non-functional BMPs must be repaired or replaced by the end of the next business day following discovery. 7. Inspect downstream ditch / drainage system for signs of erosion or sediment buildup during each inspection; stabilize within 7 days. 8. Inspect vehicle exit locations and adjacent streets; remove sediment from surfaces within 1 day. POLLUTION PREVENTION 1. All solid waste generated at the site must be disposed of in accordance with all applicable federal and state regulations. 2. All hazardous materials must be properly storedmontained to prevent spills or leaks; materials must be properly disposed of perapplicable regulations, including Minn. Rule Ch. 7045. Restricted access storage areas must be provided to prevent vandalism. 3. Vehicle or equipment washing must be confined to a defined area (minimum of 100' from pond or drainage ditch); runoff containing any hazardous materials must be collected and properly disposed of. Defined area must be delineated with heavy-duty silt fence (incidental); no engine degreasing is allowed onsite. 4. Pesticides, herbicides, insecticides, fertilizers. treatment chemicals, and landscape materials must be under cover to prevent pollutantdischarge, or protected by similar means to minimize potential contact with storm ler. 5. Concrete and other washout waste must be effectively contained- solid and liquid washout waste must not contact ground and must be disposed of properly in Compliance with MPCA rules. A sign must be installed at washout area requiring personnel to utilize the proper facilities for disposal of concrete and other wastes. 6. The contractor is solely responsible for monitoring air pollution and ensuring that it does net exceed levels set by any agency or LGU. This includes dust created by work performed at the site; air pollution and dust Control measures are incidental to the Contract. The engineer may require additional dustControl measures to be implemented, as necessary. 7. Adequate temporary restroom facilities shall be present onsite in a stable and secure location during construction operations, and shall be maintained in an adequate functioning Condition. FINAL STABILIZATION 1. The Contractor must ensure final site stabilization meets the Permit requirements, and submit the NOT within 30 days. 2. Final stabilization includes uniform perennial vegetative cover of at least 70% of the expected final growth density over the entire pervious surface area, or other equivalent cover to prevent soil erosion. 3. All temporary synthetic and structural BMPs must be removed as part of final stabilization. RECORD RETENTION 1. The SWPPP, all revisions to it, and inspection& maintenance records are the responsibility of the Contractor and must remain at the site during construction hours. The materials may be kept in a field office, onsite vehicle, or "SWPPP Mailbox". 2. Training documentation shall be provided by Contactor as outlined below and required. 3. The SWPPP, project permits, inspectioNmaintenance logs, stormwater maintenance agreements, and stormwater management design calculations must be retained for 3 years after submittal of permit NOT. Contractor shall provide Owner or Engineer copies of inspection and maintenance logs prior to final payment. 1. The permittees most comply with the training requirements as outlined in Section 21 of the Permit. The Contractor shall have a trained individual performing BMP installations and inspections, as required. 2. Training table (below) to be Completed prior to construction, as appropriate. RESPONSIBLE PARTIES & TRAINING SUMMARY JAMIE & RACHEL HUMNICK nFus SWPPP 3415 163RD LANE NW - HUMNICKS GROVE ANDOVER,MN SHEETNO: C40 TRAINING COMPANY CONTACT PHONE DATE COURSE I EMITY CONTENT OWNER: JWS&PACHEL NA NA MNICK SWPPP PREPARER: WIL MEMOOS INC. KEm BRNJDERPE .33103113 espic1 CMI EW Sales swPPP PREP FOR CxS NPOES PERMIT GENERALCONTRACTORI INSPECTOR: EROSION&SEDIMENT CONTROL INSTALLER: PERMANENT BMP OPERATOR I MAINTAINER: NA VA JAMIE & RACHEL HUMNICK nFus SWPPP 3415 163RD LANE NW - HUMNICKS GROVE ANDOVER,MN SHEETNO: C40 CITY OF ANDOVER STREET SECTION PIPE INSTALLATION NOTES: 1. Granular bedding & encasement shall conform to MNDOT specification 3149.2F. 2. Encasement, foundation and backfill material is incidental to storm sewer pipe construction. 3. Culvert inverts shall be kept clean during construction; the contractor is responsible to clean all pipe that has been Contaminated during Construction. 4. Joints shall include rubber gaskets and be water -tight. 5. Contractor may, at its own discretion, wrap joints with geotextile fabric in lieu of placing mastic In the joint. 6. Bedding and encasement shall be Compacted to 90% Standard Proctor using Specified Density Method, or as recommended by manufacturer, whichever is denser. 7. Backrill shall be compacted to Specified Density Method: (a)100 % Standard Proctor from subgrade elevation down 3 feet. (b) 95% Standard Proctor from bottom of excavation up to 3 feet Below subgrade elevation. TO TRENCH WIDTH (12"MIN.) - GEOF. - ._..._ AROUNDTRENCH (ALT.) CONCRETE PIPE TRENCH COMPACTED SUITABLE BACKFILL ZING LINE GRANULAR BEDDING & ENCASEMENT, MnI 3149.2F UNSTABLE OR WET CONDITIONS: 1.5" COARSE AGGREGATE BEDDING, Mn/DOT 3149.2.G.2 (OR 3149.2.H W1 FABRIC WRAP, TYPE 4 (3733-1)) PERSPECTIVE SECTION SURMOUNTABLE CONCRETE CURB & GUTTER CITY OF ANDOVER STREET SECTION 501 5" (MIN) HMA TYPE SPWEA340B (2360) TUMINOUS TACK COAT (2357) 5" (MIN) HMA TYPE SPNWB230B (2360) (MIN) AGGREGATE BASE, CLASS V (2211) _ JBGRADE PREPARATION I SUITABLE BORROW (2112) ASPHALT PAVEMENT SECTION 60' 1/2' MORTAR BETWEEN GEOTEXTILE FABRIC, TYPE 4, RINGS, CASTING, WITH MINIMUM 6" CONCRETE g AND TOPSLABCOLLAR OVER FABRIC. FWITH U&4Y ♦1 wN+ FINISH SMOOTH ON CONCRETE MAY BE POURED 2 ��• �-3R 39.--� 2009. lR1, 4: THE INSIDE. CURB AND GUTTER. A:1 '-'SG' RINGS (2 MIN., 1.0' (BY OTHERS) MAX. OF RINGS 1S" (MIN. THICKNESS) SPEC. 2360 SPW£A240C WEAR COURSE AND MORTAR) SURMOUNTABI£ LONG. TACK 24" CURB AND W 15" (MIN. THICKNESS) SPEC. 2360 SPWFB24CC WEAR COURSE PRECAST TYPE II COVER SLAB APPROVED SUBGRACE 5' (MIN. THICKNESS) SPEC 2211 CLS AGGREGATE BASE 2 3') 3 NOTES: aI STRIPS BUTUMASTIC SEAL NOTE: 1. PRIOR TO E%CAVAPON, UTIUTY CONTRACTOR SHALL STRIP ALL Q ON SUPS JOINTS 1 rvl2 8616 LONG. CURB & GUTTER EXISTING TOPSOIL FROM CONSTRUCTION LIMITS. TOPSOIL SHALL BE 0 TO BE USED AT ALL RADII SALVAGED. AND REPLACED IN DISTURBED. NON -PAVED AREAS. LL OCEMENT AND CATCH BASINS MORTAR 2. BOULEVARD SHALL BE ROUGH GRADED TO ALLOW FOR INSTALLATION OF THE PRIVATE UTUMES. THE BOULEVARD GRADING SHALL ALLOW FOR PRECAST BASE THE ADDITON OF FOUR INCHES OF TOPSOIL AND SEEDING, AFTER THE SLAB INSTALLATION OF 111E PRIVATE MINUTES. THE CONTRACTOR SHALL ALL STORM DOG -/MH VAR DIA. THICKNESS DEGRADE WE BOULEVARDS. THEN SEED MW MN DOT MIXTURE No. HOUSED WRAPPED 4 MIN. 46" 6" 26OCT, FERTU2ER AND MULCH. WITH 4 54108 TYPICAL RURAL RESIDENTIAL C, WP 4. FABRIC, TYPE 4. VARIABLE 106 10' 0 STREET SECTION OVERLAP FABRIC 120 12" 2/12/15 12. ONTO ITSELF STANDARD DRAWING C I T Y O F NO. SHAH BE USED. CAST IRON FRAME AND GRATE CASTINGS TYPE 9%DOVE 5081 R -3067-V (ON A GRACE) OR R -3067 -VB (LOW POINTS) SPALL BE USED IN CITY OF ANDOVER STREET SECTION PIPE INSTALLATION NOTES: 1. Granular bedding & encasement shall conform to MNDOT specification 3149.2F. 2. Encasement, foundation and backfill material is incidental to storm sewer pipe construction. 3. Culvert inverts shall be kept clean during construction; the contractor is responsible to clean all pipe that has been Contaminated during Construction. 4. Joints shall include rubber gaskets and be water -tight. 5. Contractor may, at its own discretion, wrap joints with geotextile fabric in lieu of placing mastic In the joint. 6. Bedding and encasement shall be Compacted to 90% Standard Proctor using Specified Density Method, or as recommended by manufacturer, whichever is denser. 7. Backrill shall be compacted to Specified Density Method: (a)100 % Standard Proctor from subgrade elevation down 3 feet. (b) 95% Standard Proctor from bottom of excavation up to 3 feet Below subgrade elevation. TO TRENCH WIDTH (12"MIN.) - GEOF. - ._..._ AROUNDTRENCH (ALT.) CONCRETE PIPE TRENCH COMPACTED SUITABLE BACKFILL ZING LINE GRANULAR BEDDING & ENCASEMENT, MnI 3149.2F UNSTABLE OR WET CONDITIONS: 1.5" COARSE AGGREGATE BEDDING, Mn/DOT 3149.2.G.2 (OR 3149.2.H W1 FABRIC WRAP, TYPE 4 (3733-1)) PERSPECTIVE SECTION SURMOUNTABLE CONCRETE CURB & GUTTER CITY OF ANDOVER STREET SECTION 501 5" (MIN) HMA TYPE SPWEA340B (2360) TUMINOUS TACK COAT (2357) 5" (MIN) HMA TYPE SPNWB230B (2360) (MIN) AGGREGATE BASE, CLASS V (2211) _ JBGRADE PREPARATION I SUITABLE BORROW (2112) ASPHALT PAVEMENT SECTION CATCH BASIN R3" T 6+-I /— R112" P135' 3H'PEHFOOT Fes- 16" 6 6618 CURB &GUTTER RECEIVED DSC 2 12021 CITY OF ANDOVER CIVIL METHODS, INC. Lg«&wd` �' ��-.., a GTE1R Ia10N: DWNER TIRB 6HFETNO: "" P o2D=, ..... PbLGo iWl JAMIE & RACHEL HUMNICK DETAILS P.O. Box 28038Re,upnllMl St. Paul, MN 55128 �G�Cy�-.c. o^ 12-z+-zoz+ "" "£6 3415 163RD LANE NW - HUMNICKS GROVE C50 o:763.210.5713 I www.eivilmethods.com KENT E. BRANDER ANDOVER, MN on.o: 445T8 � SURROUND RINGS WITH 1/2' MORTAR BETWEEN GEOTEXTILE FABRIC, TYPE 4, RINGS, CASTING, WITH MINIMUM 6" CONCRETE AND TOPSLABCOLLAR OVER FABRIC. FWITH FINISH SMOOTH ON CONCRETE MAY BE POURED THE INSIDE. CURB AND GUTTER. RINGS (2 MIN., 1.0' MAX. OF RINGS AND MORTAR) 24" PRECAST TYPE II COVER SLAB 2 3') 3 aI STRIPS BUTUMASTIC SEAL Q ON SUPS JOINTS 1 rvl2 0 LL OCEMENT MORTAR PRECAST BASE SLAB ALL STORM DOG -/MH VAR DIA. THICKNESS HOUSED WRAPPED 4 MIN. 46" 6" WITH 4 54108 C, WP 4. FABRIC, TYPE 4. VARIABLE 106 10' 0 OVERLAP FABRIC 120 12" 12. ONTO ITSELF NOTES: NO WOOD SHAM BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. IN NEW DEVELOPMENTS GST IRON FBAME AND GRATE CASTINGS TYPE R -3501 -TB SHAH BE USED. CAST IRON FRAME AND GRATE CASTINGS TYPE R -3067-V (ON A GRACE) OR R -3067 -VB (LOW POINTS) SPALL BE USED IN RECONETHUCRON AFFAIR OR AS CALLED OUT IN PLWS. "HOLM SrFFS SHALL BE CAST IRON, ALUMINUM. OR STED. REINFORCED PIASTC PER ASM C478. LOGTION SHAM BE EASILY ACCESSIBLE. PRECAST REJNFORCW CONCRETE RISE SL & COVER SCAB PER ASTM C478. Is. RFJNFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478. FURNISHED WITH 0 -RING GASKETS & LUBRICANT. .M OPENING BEIRSEN PIPE AND MANHOLE WALL WON CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOIH. WRAP MASIDE OF DOGHOUSE R. GEOTEM E FABRIC, TYPE 4, OVER FABRIC 12' ONTO TRELF. AM MORTAR SHAM CONFORM TO ASTM C270 AND MEET WE REQUIREMENTS OF MNWT 8506.28. i! DHFR To PIANS FOR SUMP DEPTH. IF ANY. CATCH BASIN/MANHOLE WITH SUMP, TYPE 421 1/10/20 STANDARD DRAWING C IDOVE NO. 421G CATCH BASIN R3" T 6+-I /— R112" P135' 3H'PEHFOOT Fes- 16" 6 6618 CURB &GUTTER RECEIVED DSC 2 12021 CITY OF ANDOVER CIVIL METHODS, INC. Lg«&wd` �' ��-.., a GTE1R Ia10N: DWNER TIRB 6HFETNO: "" P o2D=, ..... PbLGo iWl JAMIE & RACHEL HUMNICK DETAILS P.O. Box 28038Re,upnllMl St. Paul, MN 55128 �G�Cy�-.c. o^ 12-z+-zoz+ "" "£6 3415 163RD LANE NW - HUMNICKS GROVE C50 o:763.210.5713 I www.eivilmethods.com KENT E. BRANDER ANDOVER, MN on.o: 445T8 � E` REPLACE TOPSOIL (6" MIN), SOD OR SEED 8 MULCH IN GRADED AREAS OUTSIDE PLANTING ZONE SCARIFY 12" NATIVE TOPSOIL INFILTRATION BASIN I BASIN VEGETATION: INSTALL WET -TOLERANT "RAIN GARDEN" NATIVE SEED MIX, OR FOR FASTER ESTABLISHMENT PLANT PLUGS (SIZE 2") SPACED PER SUPPLIER INSTRUCTIONS. SEE PLAN DEPTH TO OVERFLOW VARIES MAX. SLOPE 4a - A B C D BASIN 1 1 7.0' 10.0' 885.2 1.0' C� r NATIVE SEED MIX AS SPECIFIED, INSTALL EROSION CONTROL BLANKET, CAT 0(3885) TILL SUBGRADE TO DEPTH OF 6" (MIN) 2 REINFORCED BASIN OVERFLOW PLASTIC'ZIPTIES (504 TENSILE) LOCATED IN TOP 8' DIRECTION OF RUNOFF FLOW STEEL STUDDED'T POST 5ft MINIMUM LENGTH POSTS AT Eft MAXIMUM SPACING MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) FABRIC, 1 IN. X 2IN. X 24 IN. LONG WOODEN STAKES AS NEEDED. STAKES SHALL BE DRIVEN OVER THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM, CONTROLLOG FLOW 81N. - 10 IN. EMBEDMENT DEPTH (TYPES: WOOD CHIP, COMPOST, OR ROCK) 1 IN. X 2IN. X 24 IN. LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. 45' FLOW BACKFILL AND COMPACT SOIL FROM TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG SEDIMENT CONTROL LOG { —8 IN. -10IN. EMBEDMENT DEPTH PLACE SEDIMENT CONTROL LOG IN -� SHALLOW TRENCH (1 TO 2IN. DEPTH) (TYPES: STRAW, WOOD FIBER, OR COIR) SEDIMENT CONTROL LOGS U ACCESS ROAD RADIUS ? 12" MINIMUM DEPTH OF 1" TO 2" B CRUSHED ROCK, WASHED OVER GEOTEXTILE FABRIC (Mn/DOT 3877 TYPE V) ROCK CONSTRUCTION ENTRANCE 3.0' LEVEL (MIN.) , 4" OVERLAP ANCHOR SLOT ALTERNATIVE 835 \ � 12" SPACING = NOTE: FOR STAPLES ANCHOR, OVERLAP & STAPLE PER MANUFACTURER INSTRUCTION FOLD UNDER 6" EROSION CONTROL BLANKET INSTALLATION STORM GRATE CUR OPENING n,,.,. IFT STRAPS CURB FILTER REINFORCED (IF NEC.) CORNERS (ALT. OUTFLOW LOOPS FOR REBAR) ® PORTS 2' MIN. p `� NOTE: RECTANGULAR DANDY SACK SHOWN. SIZE DUMPING USED SHALL MATCH OPENING; EQUIVALENT STRAPS BAG UNIT MAY BE USED (INCLUDE OVERFLOW PORTS) INLET PROTECTION - SEDIMENT SACK RECEIVED PROTECTION - SEDIMENT SACK�E� DIVED DEC 2 1 2021 SILT FENCE -MACHINE SLICED r0TYY OF ANDOVER CIVIL METHODS, INC. u. „nom „ DATE, REVIEIO .HEETND: P.O. Box 28039 I ^°_^ug="=�="_ �"`�. "EB a_za; q'� wPI,IS��IN� DINER_ JAMIE & RACHEL HUMNICK >,AE. St. Paul, MN 55128 NER DETAILS +2.2+-2021 3415 163RD LANE NW - HUMNICKS GROVE C51 KENT E. BRANDER o:763.210.5713 www.civilmethods.com "578 Q DMP ANDOVER, MN 12" MIN. D BERM ELEV=C+D 1 EOF VARIES —III=T� -7p GEOTEXTILE GEOTEXTILE FABRIC, TYPE IV (3733) TRENCH IN 6" MIN. 12- AT TOP EDGE MIN, NOTE: R!PRAP TO BE PLACED TO PROVIDE A DEFINED WEIR AREA, TRENCHED IN A MIN. OF 12•, WITH DOWNSTREAM SIDE BOWLED SLIGHTLY FOR ENERGY DISSIPATION 2 REINFORCED BASIN OVERFLOW PLASTIC'ZIPTIES (504 TENSILE) LOCATED IN TOP 8' DIRECTION OF RUNOFF FLOW STEEL STUDDED'T POST 5ft MINIMUM LENGTH POSTS AT Eft MAXIMUM SPACING MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) FABRIC, 1 IN. X 2IN. X 24 IN. LONG WOODEN STAKES AS NEEDED. STAKES SHALL BE DRIVEN OVER THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM, CONTROLLOG FLOW 81N. - 10 IN. EMBEDMENT DEPTH (TYPES: WOOD CHIP, COMPOST, OR ROCK) 1 IN. X 2IN. X 24 IN. LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. 45' FLOW BACKFILL AND COMPACT SOIL FROM TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG SEDIMENT CONTROL LOG { —8 IN. -10IN. EMBEDMENT DEPTH PLACE SEDIMENT CONTROL LOG IN -� SHALLOW TRENCH (1 TO 2IN. DEPTH) (TYPES: STRAW, WOOD FIBER, OR COIR) SEDIMENT CONTROL LOGS U ACCESS ROAD RADIUS ? 12" MINIMUM DEPTH OF 1" TO 2" B CRUSHED ROCK, WASHED OVER GEOTEXTILE FABRIC (Mn/DOT 3877 TYPE V) ROCK CONSTRUCTION ENTRANCE 3.0' LEVEL (MIN.) , 4" OVERLAP ANCHOR SLOT ALTERNATIVE 835 \ � 12" SPACING = NOTE: FOR STAPLES ANCHOR, OVERLAP & STAPLE PER MANUFACTURER INSTRUCTION FOLD UNDER 6" EROSION CONTROL BLANKET INSTALLATION STORM GRATE CUR OPENING n,,.,. IFT STRAPS CURB FILTER REINFORCED (IF NEC.) CORNERS (ALT. OUTFLOW LOOPS FOR REBAR) ® PORTS 2' MIN. p `� NOTE: RECTANGULAR DANDY SACK SHOWN. SIZE DUMPING USED SHALL MATCH OPENING; EQUIVALENT STRAPS BAG UNIT MAY BE USED (INCLUDE OVERFLOW PORTS) INLET PROTECTION - SEDIMENT SACK RECEIVED PROTECTION - SEDIMENT SACK�E� DIVED DEC 2 1 2021 SILT FENCE -MACHINE SLICED r0TYY OF ANDOVER CIVIL METHODS, INC. u. „nom „ DATE, REVIEIO .HEETND: P.O. Box 28039 I ^°_^ug="=�="_ �"`�. "EB a_za; q'� wPI,IS��IN� DINER_ JAMIE & RACHEL HUMNICK >,AE. St. Paul, MN 55128 NER DETAILS +2.2+-2021 3415 163RD LANE NW - HUMNICKS GROVE C51 KENT E. BRANDER o:763.210.5713 www.civilmethods.com "578 Q DMP ANDOVER, MN 2O PULVERIZED TOPSOIL & STRAW FIBER BLANKET OFOR PIPES 48" & LARGER, USE 2.0'. �8 4 O2 THE CONTRACTOR SHALL PLACE 1 - RIPRAP, TOPSOIL, SEED, SEED, AND STRAW FIBER BLANKET IMMEDIATELY AFTER A 2 _ - ;: q PIPE IS INSTALLED, EXTEND LI J AREA TO MATCH UNDISTURBED F SOIL. OSILT FENCE SHALL BE PLACED D _ AROUND THE TOP OF APRON AS DIRECTED BY THE ENGINEER. ADD RIP -RAP OVER TOP OF USE EQUIV. D PIPE FOR ARCH PIPE 2• SECTION 8-B I RIP -RA DITCH OR BASIN GRADE } 2. , " �_ RIPRAP (MNDOT 3601 RIP -RAP - 6" THICK GRANULAR - :....,..+..: �..�>:.r.� FILTER (MNDOT 3601) SECTION A -A MNDOT TYPE 4 GEC FABRIC (MNDOT 37; RIP -RAD mIIAunncc IPV] PIPE DIA. I RIP -RA PIPE DIA. RIP -RAP PIPE DIA. RIP -RAP 12" 6 24" 14 42" 35 15" 8 27" 17 48" 43 18" 9 30" 21 54" 50 21" 12 36" 28 60" 58 NOTE: REQUIREMENTS FOR RIP -RAP SIZE, THICKNESS. AND GRANULAR ALTER WILL BE DESIGNATED IN THE PLAINS. GRANUWi ALTER AND FABRIC PRE INCIDENTAL TO RIP -RAP. 11/17/2020 RIP—RAP AT RCP OUTI_FTS RIP-RAP AT OUTLET See City Plate No. 411A for Riprop placement. Anchor Clip Tie Inst 3 pipe JOIntE.� Use 2 tie bolt fasteners per joint.Install at 60' from top or bottom of pipe Provde 3 anchor Clips to fasten Trash Guard to Flared End Sectlan. Hot dip galvanize after fabrication. ISOMETRIC "VI ti 11 2111 yM9601 3/4/10 FLARED END SECTION STANDARD DRAWING N0, 419A 1/2" MORTAR BETWEEN RINGS, CASTING AND MANHOLE. FINISH SMOOTH INSIDE. SURROUND RINGS WITH GEOTEXALE FABRIC, TYPE 4, WITH MINIMUM 6" CONCRETE COLLAR OVER FABRIC. RINGS (2 MIN., 2J.. :.O' MAX. OF RINGS & MORTAR) 16 SECTION To ')., All ALL STORM DOG HOUSES WRAPPED v CEMENT WITH GEOTEXDLE MORTPR FABRIC, WIDE 4. OVERTAP FABRIC 12" ONTO ITSELF 6" PRECAST 48" ELEVATION Ni NO MOD SHALL BE USED FOR ApIU".. CASTING; CEMENT MORTAR ONLY. A 12' OR 16' AREA& SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. CAST IRON MARI IRANE & COVER AS PER CPECIfICATONS (1642 B). STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PUMOBC, WO TON AS SHOWN. PRECAST REINFORCED CONCRETE MANHOE SECTONS PER f5M C418. FlLL OPENING BETWEEN PIPE AND MANHOLE WALL ETH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED EMODM. WRAP OUTSIDE OF DOGHOUSE WITH GEOTEXRLE FABRIC. TYPE 4, OYFAW FABRIC 12' ONTO ITSELF. ALL Ann" S1NLL CONFORM TO ASTM C270 AND MEET THE REQUIREMENTS OF MNDOT 2SASB. STANDARD 4' DIAMETER STORM SEWER MANHOLE (PIPES 27" OR LESS) 1/10/20 STANDA70�WINGC I T Y O F OVE 4 3 STORM MANHOLE ram. :°Esq DEC 2 12021 iffy OF ANDOVER CIVIL METHODS, INC. grew«.,u ;,„ Po.1-�«. 8 DATEIAI IBIOH O M TRUE ANEETNO: �Za2D21m.PI,fE°a JAMIE 8t. RACHEL HUMNICK DETAILS P.O. Box 28038 ,,.rrs«m1:1..,a,.,».r:o,. Z.zl.zozlE'Eiil St. Paul, MN 55128 �" `5i�--- 12-21-2021 KEB 3415 163RD LANE NW - HUMNICKS GROVE C52 0:783.210.5713 TAamw.civilme[hotls.com KENT E. BRANDER 44578 cao OMa ANDOVER,MN ANLb O F6 1 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers COPY: James Dickinson, City Administrat Joe Janish, Community Developmen or FROM: Peter Hellegers, City Planner SUBJECT: Consider Conditional Use Permit Amendment request to add antennas to an existing telecommunications tower at 3017 161" Avenue NW as requested by Pyramid Network Services. DATE: March 1, 2022 INTRODUCTION Pyramid Network Services has applied for a conditional use permit (CUP) amendment, on behalf of the tower owner and Dish Wireless, to allow Dish Wireless to attach antennas to an existing telecommunications tower on the property located at 3017 161" Avenue Northwest. The property at 3017 1615 Avenue Northwest is generally located south of 162nd Lane NW, west of Verdin Street NW, north of 1615 Avenue NW, and east of Round Lake Boulevard NW. DISCUSSION The owner of the monopole cell tower is Crown Castle which has a master agreement with Dish Wireless to locate Dish's antenna arrays on Crown's towers around the country. Pyramid Network Services was hired to submit the application on behalf of cell tower owner Crown Castle. The requested CUP Amendment for the Dish Wireless would include three (3) antennas along with tower mounted equipment supporting the antennas, including six (6) remote radio head units (RRH) and one (1) overpower (OVP) unit. The proposed antennas and appurtenant equipment would be located at the 132 -foot height on the existing 142 -foot monopole. In addition, to the equipment mounted on the tower, Dish Wireless would also install ground - mounted equipment including a 5 -foot by 7 -foot raised metal platform that will hold an equipment cabinet. The ground equipment would be located inside the existing fenced area around the cell tower. The fenced area for the cell tower lease area is a 50 -foot by 50 -foot square of land located centrally within the larger land parcel for 3017 161" Avenue NW. The cell tower lease area is located approximately 161 feet from northerly lot line, 230 feet east of the westerly property line,188 feet from the easterly property line, and 254 feet from the southerly property line. The site location map (attached) shows the approximate location of the tower lease area. The attached survey and plans show the specific location of the proposed equipment on the tower and within the tower lease area. Review Criteria 12-14-6 B. provides the following criteria for granting conditional use permits: 1. In granting a Conditional Use Permit, the City Council shall consider the advice and recommendation of the Planning and Zoning Commission and: a. The effect of the proposed use upon the health, safety, morals Pagel and general welfare of occupants of surrounding lands. The existing tower is located more than 150 feet from the surrounding property lines. Additionally, the Federal Communications Commission (FCC) regulates wireless facilities to ensure that the health, safety, moral and general welfare of the occupants in the immediate area. b. Existing and anticipated traffic conditions, including parking facilities on adjacent streets and land. The applicants letter noted that during installation there may be 3-4 vehicles and possibly a crane for which would not need to be on city streets. The applicant's letter also notes that after installation the antennas would only need to have one vehicle there approximately once per month for ongoing maintenance. c. The effect on values of property and scenic views in the surrounding area, and the effect of the proposed use on the Comprehensive Plan. Staff has not received supporting documentation regarding the effects of towers on property values. However, the existing tower is permitted in the zoning district through the Conditional Use Permit that was previously issued for the tower and first antenna installation. The proposed antenna installation would be a collocation on the existing tower and the ground equipment would be located inside the fenced cell tower lease area. Additionally, City Code 9-11 provides more specific requirements for antennas and towers. The proposal meets the height, location, design, setback, and collocation requirements of City Code 9-11. A building permit will be required prior to installation of the equipment. Screening The subject property is zoned industrial as are the properties to the north, while the property to the west is zoned commercial. The adjacent parcel to the east is zoned residential but guided as industrial in the Comprehensive Land Use Plan and is screened from the site by the existing fence and buildings. Since the proposed installation is located a few hundred feet from respective property lines and inside an existing fenced cell tower area, no additional screening would be needed. However, the original installation of the tower and first antenna installation showed landscape screening around the outside of the fenced lease area. This screening appears to have been removed at some point and should be replaced with landscape screening or privacy slats in the fence around the site. Coverage Area The attached maps show the Dish Wireless coverage area with and without the proposed antenna array installation. The applicant has also provided the attached letter to address the need for a new telecommunications site. Radio Frequency Emissions and Interference with Other Signals The applicant will be present to address these items. Additionally, the applicant is required to be licensed to use a specific frequency to prevent interference with other signals. The applicant is required to provide documentation indicating compliance with FCC requirements. A letter from Page 12 Dish Wireless stating that they will comply with FCC requirements is included as an attachment to this report. Planning Commission Meeting — February 22, 2022 The Planning Commission held a public hearing on the proposed Conditional Use Permit Amendment at their meeting on February 22, 2022 and can be viewed through QCTV by following this link: http://gctv.org/city meeting/andover-planning-commission-02-22-2022-2/ At the conclusion of the hearing the Planning Commission recommended approval of the Conditional Use Permit Amendment as written. While the minutes have not yet been prepared for this meeting, the following summary of public hearing comments and points raised by the Planning Commission is provided for the Council's reference: Public Hearing Comments — One email was read into the record and the email noted the residents' opposition to the item and concerns about potential health hazards regarding the tower and antennas. A copy of the email has been included as an attachment to this staff report. There was no one present at the hearing to speak to the request other than the applicant. Planning Commission Review Questions and Comments • Commissioners asked whether the applicant was aware of the landscape screening that was part of the original approval and if they would address that. The applicant indicated that they would address the landscape screening if that was required. Commissioners also noted the public hearing comment that was received, and that the item of concern was beyond the City's purview. At the conclusion of the hearing the Planning Commission recommended approval of the conditional use permit amendment as written in the resolution. ACTION REQUESTED The Planning Commission is asked to hold a public hearing and make a recommendation to the City Council on the conditional use permit amendment request. Respe full bmitted, Pete I g Attachments Resolutions Location Map City Code (excerpt) — Section 9-11-3 Communications Act (excerpt) Public Hearing Comment — received February 22, 2022 Applicant's Letters Coverage Maps from Dish Wireless Photos — (from plan set) - Site Photo (of existing tower) and Utility Route Aerial Plan Set and as -built survey — (Received 01-18-22) Copy: Jay Suriano, Pyramid Network Services, 12778 Bablo Pl., Fishers, IN 46037 Jennifer Morgan, Crown Castle, 370 Mallory Station road, Ste. 505, Franklin, TN 37067 Traci Preble, GPD Group, 8275 Allison Point Trail, Ste. 220, Indianapolis, IN 46250 Page 13 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT AMENDMENT REQUEST FOR THE ADDITION OF THREE ANTENNAS AND RELATED TOWER - MOUNTED EQUIPMENT TO THE EXISTING TELECOMMUNICATION TOWER ON PROPERTY AT 3017 161sT AVENUE NORTHWEST AND LEGALLY DESCRIBED AS: (See Exhibit A: Legal Description) WHEREAS, Pyramid Network Services has requested a conditional use permit amendment on behalf of Crown Castle, for Dish Wireless to install equipment including three (3) antennas, and supporting tower mounted equipment including six (6) remote radio head (RRH) units and one (1) overpower (OVP) unit, on a telecommunications tower on the subject property, and; WHEREAS, the Planning and Zoning Commission held a Public Hearing on February 22, 2022, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request meets the criteria of City Code, and; WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect on the health, safety, and general welfare of the City of Andover and recommends to the City Council approval of the Conditional Use Permit Amendment request; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Conditional Use Permit Amendment for an amendment for three (3) additional antennas and appurtenant tower -mounted equipment, to a telecommunications tower, subject to the following conditions: 1) The project shall conform to the plan set stamped received by the City of Andover January 18, 2022. 2) The applicant, or their successors or assigns, shall be responsible to obtain the required building and electrical permits from the City of Andover prior to construction of the facilities. 3) The antennas and associated equipment shall conform to the plans stamped received on January 18, 2022. 4) The antennas and associated equipment shall not interfere with public safety telecommunications. The applicant shall document what steps they will take to avoid interference with established public safety telecommunications. 5) The applicant, or their successors or assigns, shall provide documentation of consent of the underlying property owner or such other documentation of the right to submit the application which shall be subject to the review and approval of the City Attorney prior to installation of said equipment. 6) Install landscape screening or install privacy slats in the fence for the cell tower lease area, to restore the screening that was originally provided. 7) Unless specifically identified here, all previous conditions shall still apply. 8) The Conditional Use Permit shall be subject to a sunset clause as defined in City Code 12-14-6. Page 14 Adopted by the City Council of the City of Andover on this 1St day of March 2022. ATTEST: CITY OF ANDOVER: Sheri Bukkila, Mayor Michelle Hartner, Deputy City Clerk Page 15 EXHIBIT A The Easement Area Site Name: Wafter Johnson Property 13UR87s465 APA No, 16.32-24.23-0002 Communication Easement: The East 461 feet of the Southwest Quarter of the Northwest Quarter of Section 15, Township 32, Range 24, Anoka County, Minnesota, lying South of the North 2106.01 feet of the Northwest Quarter of said section, township and range. Also described as that part of the But 461 fat of the West Half of the Northwest Quarter of Section 15, Township 32, range 24, Anoka County, Minnosots, lying South of the North 2106,01 feet thereof described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence N 00° 53' 09" W, assumed beating along the east line of said Southwest Quaver of the northwest Quarter, 297.13 feet; thence S 89' 06' 51" W, 160.92 feet to dtc Point of 13cgionmg of the Communication Easement to be dosedbcd as follows; thence continuing S W 06' 51" W, 70.00 feet; thence N 000 53' 09" W, 70.00 feat; thence N 896 06' 51" E, 70.00 feet; thence S 00° 53'09" E, 70.00 feet to the Point of Beginning containing 4900 square feet Access and Utility Easements: A 30.00 fool easement for ingress and egress over and across that part of the described parcel the easterly line of which is described as follows: Beginning at the Point of Beginning of theabove described Communication Easement, thence S 00° 53'09' E. 244.03 feet, more or less, to the northerly line of Anoka County Highway Right -Of -Way Plat No. 20 (County State Aid Highway No. 20) and there terminating, containing 7521 square feet. and any and all additional areas as described in the Easements. Asslpmmt and Assmnptdw - Mona County, Minnows Site: Walter lohnsm Property UUN878465 Page 16 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION DENYING THE CONDITIONAL USE PERMIT AMENDMENT REQUEST FOR THE ADDITION OF THREE ANTENNAS AND RELATED TOWER -MOUNTED EQUIPMENT TO THE EXISTING TELECOMMUNICATION TOWER ON PROPERTY AT 3017 161sT AVENUE NORTHWEST AND LEGALLY DESCRIBED AS: (See Exhibit A: Legal Description) WHEREAS, Pyramid Network Services has requested a conditional use permit amendment on behalf of Crown Castle, for Dish Wireless to install equipment including three (3) antennas, and supporting tower mounted equipment including six (6) remote radio head (RRH) units and one (1) overpower (OVP) unit, on a telecommunications tower on the subject property, and; WHEREAS, the Planning and Zoning Commission held a Public Hearing on February 22, 2022, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request meets the criteria of City Code, and; WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect on the health, safety, and general welfare of the City of Andover, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the Conditional Use Permit request. WHEREAS, the City Council of the City of Andover disagrees with the Planning and Zoning Commission, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the conditional use permit amendment request; for the following reasons: 1. 2. Adopted by the City Council of the City of Andover on this 1" day of March 2022. ATTEST: Michelle Hartner, Deputy City Clerk Page 17 CITY OF ANDOVER: Sheri Bukkila, Mayor EXHIBIT A The Easement Area Site Name: Walter Johnson Property 13117878465 APA No. 16.32-24-23-0602 Communication Easement: The East 461 feet of the Southwest Quartor of the Northwest Quarter of Section 15, Township 32, Range 24, Anoka County, Minnesota, lying South of the North 2106.01 feet of the Northwest Quarter of said section, township and range. Also described as that part of the East 461 feet of the West Half of the Northwest Quarter of Section 15, Township 32, range 24, Anoka County, Minnesota, lying South of the Noah 2106.01 feet thereof described as follows: Commencing at the southeast comer of said Southwest Quarter of the Northwest Quarter; thence N 00° 53' 09" W, assumed bearing along the east line of said Southwest Quarter of the northwest Quarter, 297.13 feet; thence S 99' 06' 51" W, 160.92 fed to the Point of Beginning of the Communication Easement to be described as follows; thence continuing S W 06' 51" W, 70.00 feet; thence N 000 53' 09" W, 70.00 feet, thence N 89' 06' 51" E, 70.00 fat; theme S 00° 53'09" E, 70.00 feet to the Point of Beginning containing 4900 square feet. Access and Utility Easements: A 30.00 foot easement for ingress and egress over and across that part of the described parcel the easterly line of which is described as fellows: Beginning at the Point of Beginning of the above described Communication Easemenl, thence S 00° 63'09' E. 244.03 feet, more or less, to the northerly line of Anoka County Highway Right -Of -Way Plat No. 20 (County State Aid Highway No. 20) and there terminating, containing 7521 square feet, and any and ail additional areas as described in the Easements. Aml9wrient and Assumption — Anoka Canty, Minnewa Site: Walter Joensca Property UUN878465 011V 4 Conditional Use Permit Amendment - 3017 1615' Ave. NW _162ND LN NW _ •_f. �T Ir F 'F, 62ND.L--N NW 61 STAVE NW AIf �• . loll � 1 Grp �1 NO, !w n Lau 'r 1 Y� � kj" Q A�� Date Created January25, 2022 Disclaimer. The provider makes no representation or warsmnties with respect to the reuse of this data. Boundary N lines are approximate and are only intended to depict the general location o(the proposed application. Page 19 than one commercial wireless telecommunication service provider or governmental entity. TOWER, SINGLE USER: A tower to which is attached only the antennas of a single user, although the tower may be designed to accommodate the antennas of multiple users as required in this chapter. V(Ord, 270, 12.5-2000) 9-11-3: PERMIT AND LEASE AGREEMENT REQUIRED; All towers and antennas over thirty five feet (35') from ground level shall require a conditional use permit and building permit approvals from the City. All towers and antennas on City -owned public property shall require a lease agreement with the City. Any changes to a tower or antenna shall require an amended conditional use permit. (Ord. 364, 2-19-2008) 9-11-4: HEIGHT REQUIREMENTS: A. In Commercial and Industrial zoning districts, towers and antennas may not exceed 150 feet In height. S. In residentially zoned districts, towers and antennas may not exceed 120 feet in height. C. Antennas (including the mast) may be mounted on a building or structure provided that the antennas do not extend over fifteen feet (15') above the highest portion of the roof of the building or structure. (Ord. 364, 2-19- 2008) 9-11-5: ZONING DISTRICT REGULATIONS: A. Residential Zoning Districts: 1. Towers supporting antennas and conforming to all applicable provisions of this chapter may be allowed only in the following residentially zoned locations: (Ord. 270,12-5-2000; amd. 2003 Code) a. Religious institution sites, when camouflaged; (Amended Ord. 481, 413118) b. Public land, including City water towers, schools, and publicly - purchased parks when the City Council determines that the tower will not adversely affect the use of the park or neighboring properties; (Ord. 364, 2-19-2008) c. Utility and transmission structures located In public rights-of-way; Page 110 FCC/LSGAC APPENDIX C Text of'47 U.B. (: ,¢ 332(()(7) (7) PRESERVATION OF LOCAL ZONING AUTI IORI'fY. Local Official's Guide to RF (A) GENERAL AUTHORITY. Except as provided in this paragraph, nothing in this Act shall limit or affect the authority of a State or local government or instrumentality thereof over decisions regarding the pluccment, construction, and modification of personal wireless service facilities. (B) LIMITATIONS. (i) The regulation of the placement, construction, and modilieation orpersonal wirdcss service facilifics by and Slate or local goverment or instrumentality dnercof(I) shall not umcasonably discriminate among providers of functionally equivalent services; and (IT) shall not probibit or have the effect of prohibiting the provision of periost wireles,¢ services. (ii) A State or local goveruntent or instrmnentolity thereof stall act on any request for authorization to place, construct, or utodily personal wireless service facilities within a reasonable period of time after the request is duly Filed with such govcmmcnt or filArumevnWlity, taking into account the nature and scope of such request. (iii) Any decision by a State or local government or instromcntality thereof to deny n request to place, coastmct, or modify personal wireless service facilities shall be in writing and supported by substantial evidence contained in a written record. (ie) NO State or local government or inshwnentalily tlmreof may regulate the placement, construction, or modification of personal wireless service facilities on the basis of the environmental effects ol'radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions. (v) Any person adversely affected by any final action or failure to act by a Slate or Intal go%wnment or any insttnunentality thereof that is inconsistent with this subparagraph may, within 30 days after such action or failure to act, commence an action in any court of competentjurisdictian. The wart shall hear and decide such action on an expedited Iasis. Any person adversely affected by an act or failure to act by a State or local gnvemment or any instrumentality thereof that is inconsistent «pith clause (iv) may petition the Commission for relief. (C) DEFINITIONS. Pur purposes of this paragraph (f) the term "Personal wireless Smices" means commercial mobile scniccs, unlicensed wireless services, mid common carrier wireless excbange access services; (ii) the term'yrersonal wireless service facilities" means facilities for the provision of personal wireless services; and (iii) the term "unlicensed wireless service" means the offering of telecommunications service using duly authotized devices which do not require individual licenses, but does not mean the provision of direct -to -home satellite services (as defmcd in section 303(v))• Page III Pram: ]aka Griffiths on behalf of Pubicrnm re To; Peter lielleaeis Subject: fw:. Dlsh Wireless CUP Date: Tuesday, February 22, 2022 8:66:58 AM Jake Griffiths j Associate planner I City of Andover 1685 Crosstown Blvd NW I Andover, MN 55304 Direct: 763.767.5142 1 i.eriffiths0andovermn.gnv From: Lee & Debbie.-. Sent: Monday, February 21, 2022 8:13 PM To: PublicComments <pub liccomments@a ndovermn.gov> Subject:. Dish Wireless CUP B You don't often get email from- I Pam why this is important EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. Planning and zoning Commission, I am sending this email in response to the notice of public hearing letter concerning the CUP Amendment for the addition of 3 wireless panel antenna onto the monopole tower, My husband and I live at 3074161't Ave NW which is across the street from the tower. Years ago when the tower was originally installed we attended the public meeting and spoke in opposition to the tower due to concerns we had and still have regarding potential health hazards of having the tower and antenna across the street from our residence. To our dismay, over the years several additional antenna were added. We oppose the addition of 3 wireless panel antenna. Lee and Deb Packer 30741616° Ave NW Andover, MN 55304 Page 112 A10MIMT, LLC Tal NMnnrAbWLM eawrxumser7�awco wav January 12, 2022 RE: Conditional Use Permit -3017 161th Avenue NW, Andover, MN 55304 To Whom it May Concern, Dish Wireless is proposing to add a new cellular installation to the existing communication tower located at 3017 161th Avenue NW. The installation will include a Commscope low profile platform mount, three (3) JMA MX08FRO665-20 antenna, three (3) Fujitsu TA08025-B605 RRH, three (3) Fujitsu TA08025-B604 RRH and one (1) Raycap RDIC-9181-PF-48 OXrP at a centerline height of 132' on the existing 142' monopole tower. Dish is also proposing to add a 5'x7' raised metal platform inside the existing fenced compound. The platform sits on adjustable feet that do not penetrate the ground. The platform is proposed to hold one (1) 74"x32"x32" equipment cabinet, one (1) 36"x297'x12.9" power cabinet, one (1) 2"x20"x8" fiber cabinet, and one (1) PCTEL — GPSGL- TMG-SPI-40NCB GPS antenna. Dish is proposing to install a new electric meter into the existing electrical meter bank and to bring in a new underground fiber service inside the existing utility easement_ The proposed installation will not be detrimental to the health, safety or general welfare of the community. Emissions from the proposed installation fall well within the acceptable range set by the FCC and do not present any health concerns to the surrounding area. As a new cellular carrier, Dish will be poised to provide additional cellular coverage to the area which will have the ability to improve the overall safety and general welfare by providing additional emergency services coverage_ The proposed installation will have no impact on traffic congestion_ During initial construction there will be 3 or 4 vehicles at the site. Given that the site is located in the rear of a commercial parking lot there is no need for vehicles to be parked on the street at anytime and 3-4 trucks are unlikely to affect traffic congestion. If a crane is needed during installation there is enough space at the site to have it be completely off the street_ After construction is completed, vehicle traffic to the site will be limited to a single truck and technical visiting once a month for routine site maintenance_ Dish is proposing to add antenna onto an existing communication tower that is located in an industrial zoned area and is unlikely to have any negative impact on the surrounding property values. As the proposed Dish antenna will be lower than the existing antenna they will not have any impact on the scenic views of the area. We feel that the proposed plan is in harmony with the Comprehensive plan as proposed installation is located in an industrial area and is a collocation on an existing tower_ 6615 Tdvpini ROW, East 9f*04e, Nf 1307 Ph n 315-701-13M, Fm: 3154r,0553 Page 113 DISH Wireless L.L.C. 9601 S. Meridian Blvd. Englewood. CO 80112 303.723.1000 City of Andover 1685 Crosstown 13Wd Andover, MN 55304 2/18/2022 RE: Project Description and Location. 3017161° Avenue NW (the 'Project) To whom it may concern: This letter responds to your request for information about the Project referenced above, specifically the potential to interfere with communication facilities located nearby and conforlmnce with the Federal Communications Commission ("FCC") rotes governing human exposure to radia frequency energy (see FCC OET Bulletin 65 guidelines). DISH Wireless LLC. ('DISH') shall comply with all FCC rules regarding interference with other radio services and all FCC rules concerning human exposure to radio frequency energy. The FCC has granted licenses for the use of certain radio frequencies exclusively by wireless service providers, including DISH. Each wireless service provider uses specific frequencies (channels) on which to transmit and receive radio signals. Pursuant to these licenses, DISH is authorized to provide wireless service nationwicic Wireless transmitters must be type -accepted by the FCC to ensure compliance with technical standards that limit the frequencies, output power, radio frequency emissions, spurious rack noise, and other technical parameters. Wireless licensees like DISH are required to use typeaccepted equipment The assignment of frequencies and the FCC rules keep cellular radio signals from interfering with, or being interfered with by, other radio transmissions and provide guidelines outlining the limits for permissible human radia frequency exposure. DISH shell comply with all FCC rules regarding interference to other radio services and human exposure to radio frequency energy. In the unlikely event that interference does occur, DISH agrees to fully, cooperate with the entity experienang interference to identify and correct, to the extent reasonably possible, arty issues caused by the OW installation. Very truly yours, Ronald Reiter Market General Manager Page 114 dish wireless. ® MNMSP00157A Coverage Map • On the coverage map to the right, green indicates Dish's RF coverage of RSRP signal of -110 dBm or higher. IJ .; YxN•P�„� nn Lake .. �. uxusnom}c. • •' NNM Ramsey And .• �. NNYSPo0109 �� YNNSP0011}/� Bunker Lake ® Coverage Map — No MNMSPOO157A On the coverage map to the right, green indicates Dish's RF coverage of RSRP signal of -110 dBm or higher. nn Lake .� YM45V001}4 t� �4SVOC151� a Ramsey Andover Burker Lake n wYsvooxun Photos — (from plan set) - Site Photo (of existing tower) and Utility Route Aerial CONDUIT FOF Page 118 wireless.. DISH Wireless L.L.C. SITE ID: MNMSP00157A DISH Wireless L.L.C. SITE ADDRESS: 3017 161 ST AVENUE NW ANDOVER, MN 55304 MINNESOTA CODE COMPLIANCE AL1 WORK SHALL BE PERFORMED AND WTEAVMJS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITORS OF THE FOLLOWING CODES AS ADOPTED BY ME LOCAL GOVERNING AUTHO'if . NOTHING IN THESE PANS IS TO BE CONSTRUED TO PERWF WORK NOT CONFORMING TO THESE CODES: CODE TYPE QmE BUILDING 2015 MINNESOTA BUILDING CODE/2015 IBC MECHANICAL 2015 MINNESOTA MECHANICAL AND NEL CAS CODE/2015 IMC ELECTRICAL 2015 MINNESOTA ELECTRICAL CODE/2017 NEC SCOPE OF WORK THIS IS NOT AN ALL INCLUSIVE UST. CONTRACIOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVE) EQUIVALENT. CONTRACTOR SMALL YERIFY ALL NEEDED EQUIPMENT M PRORADE A FUNCTIONAL SITE- WE ITETHE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER SCOPE OF WORK: INSTALL (3) PROPOSED PANEL ANTENNAS (i PER SECTOR) INSTALL (1) PROPOSED ANTENNA PLATFORM MOUNT INSTALL PROPOSED JUMPERS • INSTALL (8) PROPOSED RRUR (2 PER SECTOR) INSTALL (1) PROPOSED OV VOLTAGE PROTECTION DEVICE (OVP) • INSTALL (1) PROPOSED HYBRID CABLE GROUND SCOPE OF WORK: • INSTALL (1) PROPOSED METAL PLATFORM INSTALL (1) PROPOSED ICE BRIDGE • INSTALL (1) PROPOSED PPC CABINET INSTALL 1) PROPOSED EQUIPMENT CABINET INSTAL. (1) PROPOSED POWER CONDUIT • INSTAL (1) PROPOSE➢ TELCO CONDUIT INSTALL 1) PROPOSED TELCO -FIBER BOX • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED SAFETY SWITCH (IF REWIRED) • *WALL L (1) PROPOSED FIBER NID (IF REQUIRED) • INSTALL (1) PROPOSED METER SOCKET ® ® SITE INFORMATION SHEETINDEX SHEET NO. SHEET TITLE T-1 TME SHEET 2618 178M LN NE 5701 SOUTH SANTA FE DIM A-1 OVERALL AND ENLARGED SITE PLAN A-2 ELEVATION. ANTENNA LAYOUT AND SCHEDULE A-3 EQUIPMENT PLATFORM AND H -F MYE DEALS TO ALTER TES CIX:UYEM. DRAWN BY: A-4 EQUIPMENT DETAILS A-5 EQUIPMENT DETAILS A-6 EOUPNENT DETAILS CANONSBURG. PA 15317 TOWER MP NUMBER: E-1 EIECIWCAL/FlBER ROUSE PLAN AND NOTES E-2 ELECTRICAL DETAILS E-3 ELECTRICAL ONE -UNE FAULT CADS & PANE. SCHEDULE 520 S WIN ST. SUITE 2534 G-1 GROUNDING PIANS AND NOTES 0-2 GROUNDING DETAILS G-3 GROUNDING DEWED LONGITUDE (HAD BS): 93- 20' 32.55' W W-1 RF GABLE COLOR CODE 83.342375 W T-1 GN -1 LEGEND AND ABBREVIATIONS YARN -2 GENERAL NOTES GN -3 GENERAL NOTES a" OENERA. NOTES CONSTRUCTION MANAGER MOHAMMED MOHAMMED PARCEL NUMBER: 16�2-24-23-0002 OCCUPANCY GROUP: U RF ENGINEER: CHONG LEE CONSRUCIT)N TYPE II -8 POWER COMPANY: CONNE%US ENERGY TELEPHONE COMPAQ: SEGRA SCOPE OF WORK THIS IS NOT AN ALL INCLUSIVE UST. CONTRACIOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVE) EQUIVALENT. CONTRACTOR SMALL YERIFY ALL NEEDED EQUIPMENT M PRORADE A FUNCTIONAL SITE- WE ITETHE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER SCOPE OF WORK: INSTALL (3) PROPOSED PANEL ANTENNAS (i PER SECTOR) INSTALL (1) PROPOSED ANTENNA PLATFORM MOUNT INSTALL PROPOSED JUMPERS • INSTALL (8) PROPOSED RRUR (2 PER SECTOR) INSTALL (1) PROPOSED OV VOLTAGE PROTECTION DEVICE (OVP) • INSTALL (1) PROPOSED HYBRID CABLE GROUND SCOPE OF WORK: • INSTALL (1) PROPOSED METAL PLATFORM INSTALL (1) PROPOSED ICE BRIDGE • INSTALL (1) PROPOSED PPC CABINET INSTALL 1) PROPOSED EQUIPMENT CABINET INSTAL. (1) PROPOSED POWER CONDUIT • INSTAL (1) PROPOSE➢ TELCO CONDUIT INSTALL 1) PROPOSED TELCO -FIBER BOX • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED SAFETY SWITCH (IF REWIRED) • *WALL L (1) PROPOSED FIBER NID (IF REQUIRED) • INSTALL (1) PROPOSED METER SOCKET ® ® SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: ERIC HICKS PROPERTY LLD APPINNIf: DISH WEMsw L.L.C. ADDRESS: 2618 178M LN NE 5701 SOUTH SANTA FE DIM 0.eymnnawM'.P NVNFRI.idfR„ HAM LAKE. MN 35304 LNTIETON. CO W120 TOWER TYPE: MONOPOLE 0' A NCENM PflOFE5510NLL ENGNE". TO ALTER TES CIX:UYEM. DRAWN BY: TOMER OWNER: CROWN CASTLE TOWER CO SITE ID: 878465 2000 CORPORATE DRNE MRL RIDS REV --- CANONSBURG. PA 15317 TOWER MP NUMBER: 562899 (303) 274 -ON COUNTY: ANOKA SITE DESIGNER: GPD GROUP. INC. 520 S WIN ST. SUITE 2534 LATITUDE (NAD 83): 4S 15' 49.30• N ARRON. ON {4311 DISH Wireless L.1 -C. 45163694 N (330) 572-2100 LONGITUDE (HAD BS): 93- 20' 32.55' W SHEET TELE TITLE SHEET 83.342375 W T-1 ZONING JURISDICTION: CITY OF ANDOVER SITE ACOUISTOON: JAMES RIM ZONING DISTRICT: 1 - INDUSMN CONSTRUCTION MANAGER MOHAMMED MOHAMMED PARCEL NUMBER: 16�2-24-23-0002 OCCUPANCY GROUP: U RF ENGINEER: CHONG LEE CONSRUCIT)N TYPE II -8 POWER COMPANY: CONNE%US ENERGY TELEPHONE COMPAQ: SEGRA GOPHER STATE ONE CALL UTILITY NOTFICAN CENTER OF MINNESOTA IBM)262-1166 WWW.GOPHERSTATEONECALLORG QYL S 110RIE2 GH 1)IMN FIDIlCWMM RI1011 A EIBELTOI GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL NSR ME SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DPANADE NO SANITARY SEWER SERVICE. POTABLE WATER. OR TRASH DISPGS 6 REWIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. 11"x17" PLOT WILL BEHALF SCALE UNLESS OTHERWISE NOTED CONTRACTOR SNAIL VERMY ALL PIANS. EXISTING DIMENSION$, AND CONDITIONS ON THE JOB SIZE. AND SHALL IMMEDIATELY NOTIFY THE ENGNEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. VICINITY MAP SITE LOCATION d..sh_ 5701 SOUTH SANTA FE DRNE -ITLETON, CO 80120 JA�ow GPD GROUP, INC.' S205omh M".n SNNI,S."o 3531 Ak,on•OH 0031 N 330.572.2100 Fa. 310.572.210. 0.eymnnawM'.P NVNFRI.idfR„ N R Is . M xvn DF . s0R . PERW N. UNE$ THEY ME KING UNDER RE NRCCWN 0' A NCENM PflOFE5510NLL ENGNE". TO ALTER TES CIX:UYEM. DRAWN BY: CHECKED BY: PROVED BY AIM AJM MRL RIDS REV --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0R/14/m, BOUND FDW REEF a NW/f1/9491 IM'Dam Fpl OONMMM 1 Nn/INME}2 LMDam FDI uNWOIIP A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.1 -C. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TELE TITLE SHEET SHEET NUMBER T-1 NOTES 1. CONTRACTOR SMALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CIURI OVERALL SITE PLAN IISH Wholes LLC. TEMPLATE VERSION 38 — 5 10' 3/16..=1._0. 1 EXISTING MONOPOLE 1 rr( 1 I 1 1 1 NOTES 1, CONTRACTOR SHAL. FIEUD VERIFY ALL pMEN510N8. 2. CONTRACTOR SHALL MAINTAIN A 10'-0' MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNR, TRANSMITTING ANTENNAS AND EMSTING GPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLVtl1Y. PROPOSED DISH Whales LLC. 12' WOE ICE BRIDGE 5701 SOUTH SANTA FE DRIVE e. 12'-0' - -- - —f -- 330.572.2100 Fox 330 57.2101 i+.epnNNe-�Pn� mtu� MfRI�SCNFRI 1, V emns�x��e,�T' _........N...SM" I i5 A NOUIIgI OF UW FOR AW PERSON VNUSS THEY TAE ACIWO UNDER TBE DIRECRON OF A UCENSED PRO SSOR LL ENGWEER. i— — -- —re CHECKED BY:APPROVED BY. AIM AIM MRL REDS REV A: --- CONSTRUCTION V 1 1 A ON'BIGN]1 IMUED FOR IIND 0 01/21/0021 uFDMTD M u1RRnIs 1 1 •x A 1 1 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION 1 3017 161ST AVENUE NW Pi AT SHEET TITLE 1 EXISTIkC, v - SITE PLAN SHEET NUMBER A-1 1 1 1 1 1 1 1 r 1 SEE SITEwcm FILAR Y / lul II IF— PROPOSED FIBER H NDHOLE S"NIG vnutI / EXi51 Ns IY 'LE / D. �. �. ,YA,N 'IKGAT- OVERALL SITE PLAN IISH Wholes LLC. TEMPLATE VERSION 38 — 5 10' 3/16..=1._0. 1 EXISTING MONOPOLE 1 rr( 1 I 1 1 1 NOTES 1, CONTRACTOR SHAL. FIEUD VERIFY ALL pMEN510N8. 2. CONTRACTOR SHALL MAINTAIN A 10'-0' MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNR, TRANSMITTING ANTENNAS AND EMSTING GPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLVtl1Y. PROPOSED DISH Whales LLC. 12' WOE ICE BRIDGE {O S \ .......... --- .... U----- I •Rs� SEE EQUIPMENT LEASE ARFlS/MTFORM LAYOUT (SHEET A-3) 12'6'0 1' 2' 3' 4' 5' 6 7' ENLARGED SITE PLAN 2 3/6._L_o. UTILITY ROUTE AERIAL NO SCA-£ I 3 dish 5701 SOUTH SANTA FE DRIVE LIITLETON, CO 80120 JAK GPD GROUP, INC." 520 South Moin Street. Suite 259 Akron,0H41511 330.572.2100 Fox 330 57.2101 i+.epnNNe-�Pn� mtu� MfRI�SCNFRI 1, V emns�x��e,�T' _........N...SM" I i5 A NOUIIgI OF UW FOR AW PERSON VNUSS THEY TAE ACIWO UNDER TBE DIRECRON OF A UCENSED PRO SSOR LL ENGWEER. TO ALTER MIS Oeets esti DRAWN BY: CHECKED BY:APPROVED BY. AIM AIM MRL REDS REV A: --- CONSTRUCTION V SUBMIUTALS REV DATE DESCRIPTION A ON'BIGN]1 IMUED FOR IIND 0 01/21/0021 uFDMTD M u1RRnIs 1 01/10/2= IiG1ED M MRfHi4 •x ll Sf 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION {O S \ .......... --- .... U----- I •Rs� SEE EQUIPMENT LEASE ARFlS/MTFORM LAYOUT (SHEET A-3) 12'6'0 1' 2' 3' 4' 5' 6 7' ENLARGED SITE PLAN 2 3/6._L_o. UTILITY ROUTE AERIAL NO SCA-£ I 3 dish 5701 SOUTH SANTA FE DRIVE LIITLETON, CO 80120 JAK GPD GROUP, INC." 520 South Moin Street. Suite 259 Akron,0H41511 330.572.2100 Fox 330 57.2101 i+.epnNNe-�Pn� mtu� MfRI�SCNFRI 1, V emns�x��e,�T' _........N...SM" I i5 A NOUIIgI OF UW FOR AW PERSON VNUSS THEY TAE ACIWO UNDER TBE DIRECRON OF A UCENSED PRO SSOR LL ENGWEER. TO ALTER MIS Oeets esti DRAWN BY: CHECKED BY:APPROVED BY. AIM AIM MRL REDS REV A: --- CONSTRUCTION DOCUMENTS SUBMIUTALS REV DATE DESCRIPTION A ON'BIGN]1 IMUED FOR IIND 0 01/21/0021 uFDMTD M u1RRnIs 1 01/10/2= IiG1ED M MRfHi4 A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE OVERALL AND ENLARGED SITE PLAN SHEET NUMBER A-1 NOTES E%ISTING TIP OF LIGHTNING ROD ANTENNA TOP EL. O TEN'-� 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS POSITION MANUFACTURER - MODEL D%ISTING MONOPOLE FEED UNE TYPE TOP EL. O 142'-G' ACL 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO NUMBER ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION EXISTING PANEL w NN—AS RFDS FOR ALL RF DETAILS RAD CENTER O 143'-0AOL 3. DSSTIG EQUIPMENT AND FENCE OMITTED FOR ENI INC ENTRY PORT CIARRY. RAO CENTER O 140'-0' AGL 81 (3) PROPOSED DISH ffl a LLC. IMp1T4A5 j1_ SG 720' N 20.0' 121E 13Y-0' RID CENTER O 132'-0' AD� GAMMA C1 RELESS - MXOBFlL0885-21 PROPOSED DISH WSaNp LLC. ENIIO POITf I RAD CENTIOR O !1m-0m— RRH ENTRY PgNTh SECTOR POSITION MANUFACTURER - MODEL WN CEDEXISTING O 13 HYBRID CABLE PROPOSED DSOS INSIDE POLE EV1511aG MCNCPO.E PROPOSED DISH WW. I LLC. ICE BRIDGE I I I PROPOSED DISH WlrNeaa I L.L.C. EQUIPMENT ON I PROPOSED STEEL PLATFORM I I I PROPOSDIS PROPOSEDH M.I. I EXISTING FNTitY PORT LLC. CPS UNIT m PROPOSED SOUTH ELEVATION 9' 4' 0 EXISTING NO NOPOLF 1 r o' PROPOSED DISH W.I. I (EYP 1 PER SECTOR TDTI PROPOSED DISH M.I. RRH (EYP 2 PER SECTOR, PROPOSED DISH Wi.e BACK-TO-BACK MOUNT (T OF 1 PER SECTOR, TOTAL PROPOSED DISH Wimim L.L.C. ANTENNA PLATFORM Ll ANTENNA LAYOUT Ilz e D _�.... _? , L I ANTENNA SCHEDULE NO SCN E 3 dish VN�W- 5701 SOUTH SAMA FE DRIVE ANTENNA TRANSMISSION CABLE SECTOR POSITION MANUFACTURER - MODEL TECHNOLOGY SIZE (HXW) AZIMUTH PAD FEED UNE TYPE .nlnaaozz„m.R..>.vxRs R 5 A Mg MN OF U FOR .WY PERSON, UM T EY ASE ACING UNDER THE OIREC N OF A L'CQ15F➢ PRCFE55gW1 EIWWEER. TO &TER 7. WwkENT NUMBER CENTER AND LENGTH ALPHA Al 7EIE55 - MXDBFRO665-21 KPROPOSEDD BG 720' R 20.0' 0' 132'-0• CONSTRUCTION BETA 81 REIEiS - WOBFROBBB-21 SG 720' N 20.0' 121E 13Y-0' (1) HIGH-CAPACITY HYBRID CABLE (175' LONG) GAMMA C1 RELESS - MXOBFlL0885-21 5G 720' z 20.0' 1 210 132-0e RRH NOTES SECTOR POSITION MANUFACTURER - MODEL DISH Wireless L.L.C. PROJECT INFORMATION NUMBER TECHNOLOGY 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS ANDOVER, MN 55304 SHEET TITLE Al FU TISU - TAO5025-8804 50 2 ANTENNA AND RRH MODELS MAY CHANGE ME TO EQUIPMENT AVAILAAVAILABILITY.BIL. N1 EQUIPMENT CHANGES MUST BE AP RROV D AND REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND STRUCNAAL ANALYSES. ALPHA At FUJNSU - TAOBO25-8905 50 B1 FUJDSU - TAOGD25-8904 SO BETA 81 FUJITSU - TAOS025-8605 SG C1 FUJITSU - TA08025-8804 5G GAMMA C1 FUJITSU - TAOSOW-8805 SG ALPHA N/A RAYCAP - RDIDC-9181-PF-48 50 ANTENNA SCHEDULE NO SCN E 3 dish VN�W- 5701 SOUTH SAMA FE DRIVE LITTLETON, CO 80120 JAK GPD GROUP, INC. 52O SPPtN Mein Street, Sobe 2531 Akrory OHe4311 330.572.2100 FPx330.572.2101 mu q/yµµm�yyyu}W'y/�.. my arty u.pe TOn+v wi i •v+�umnW x,d:�ExS .nlnaaozz„m.R..>.vxRs R 5 A Mg MN OF U FOR .WY PERSON, UM T EY ASE ACING UNDER THE OIREC N OF A L'CQ15F➢ PRCFE55gW1 EIWWEER. TO &TER 7. WwkENT DRAWN BY; CHECKED BY: PROVED BY AJM I AIM I MRL RFOS REV $: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 05/le/N31 ISSUED FOE R 9 an+nm+ woam Fu c9+AERs 1 0l/10/SANS 1s5Mm we ceuexls ABBE PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELEVATION, ANTENNA LAYOUT AND SCHEDULE SHEEP NUMBER A-2 PROPOSED DISH Wireless LLC. GENERATOR PLUG PROPOSED DISH WIrolm LLC. CPS UNIT PROPOSED DISH Wireless LLC. POWER PROTECTIVE CABINET — PROPOSED DISH Winslow LLC. H -FRAME PROPOSED DISH Wireless LLC SAFETY SNITCH. SPACE RESERVED FOR ADDITIONAL DISCOHDRECT IF REQUIRED. — PROPOSED DISH WaiRess LLC 20OVAP METER SOCKET — PROPOSED DISH Winless LLC. TELCO FIBER ENCLOSURE — PROPOSED DISH Wireless LLC. FIBER NID. IF REOUIRED — PROPOSED DISH Winless LLC. EQUIPMENT PL ITFORM COMMSCOPE MTC4045LP 5X7 PLATFORM DIMENSIONS (FRI 1051wR/O' TOTAL WEIGHT 423 UIS OC TO PROVIDE EXTENDED THREAD FDR PLATFORM IF REOUIRED HEIGHT EXCEEDS 11] TITS Di HAS NOT BEEN RENEWED BY THE STAYPLNG PARTY. OEREMM THE STAMPING PARTY MAIDS NO REDRL4IIATKM(5) WITH RESPECT TO TS CONTENTS. AND SHALL NOT IE LIABLE FOR SUCH. THIS MAL S FOR REFERENCE ONLY. ART' RELIANCE ON THIS DETAIL SNAL RIE AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WAVES ANY AND ALL CWM(S) RELATED TO THE EXISTERRCE OF ME STRAP OR DTHOWASE COMMSCOPE MTC4045HFLD H—FRAME IINISTRIR/SUPPORT RADS c" S WEIGHT SW.Y4 la PIPE CAP yYF� `y]My]M EI WELDMENT PIPE i6E�#�£W SUPPORT RAL 3G[Ieyago Tarx GPLV. U -BOLTS 3 WE PLATE RSH Wrelsse LLC. TEMPLATE VERSION 3B - II I PPOP060 DISH WBeless LLC. GPS UNI — II IDSHPRZaD II EQUIPMENT CAONET \ II II N Lm \ \ BAR Ad& 1 el I GRATING PROPOSED DISH Winless LLC. W anew LLC. POWER EQUIPWD - PROTECTIVE CABINET EQUIPMENT - PLATFORM DRAWN BY: + 21-_ h FOOTPAD (EYP) MRL I�J�- MOTTRARDM DOCUMENTS SUBMITTALS 12') I EQUIPMENT H-FRNRE I - BAR GRATING J _l I PROPOSE' - II D�1 VfimkM ii LLC. SAFETY ITh SMT 3. 2021724.75.878465.02 DISH Wireless LLC. T4 j INBTNL F 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE REpRRED BY LOCAL UTIUTY H—FRAME DETAILS SHEET NUMBER A-3 I II COMPANY DM7 m I= PVC CONDOR (GYP) IIrpF Lm CHANNEL (TYP) SIDE - 7' LENGTH BAR GRATING n� EQUIPMENT FOOT FOOTPAD I1YP) 12' PLATFORM DETAIL I No scE 1 2 1 NOTE OR DISH Wireless LLC. APPROVED EOUNALENT IW' it NO SCAT 1 3 NO SCALE 4 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wirobss LLC. CONSTRUCIION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET SW INSTALLED UNDER All FOUR FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) 3. EQUIPMENT CABINET OMITTED FOR CAIRN)' RIM METAL r_______________i CONDUTT �F u SIDE - 5' LENGTH BAR Ad& PROPOSED DISH I GRATING PROPOSED DISH Winless LLC. W anew LLC. POWER EQUIPWD - PROTECTIVE CABINET EQUIPMENT - PLATFORM DRAWN BY: + 21-_ h FOOTPAD (EYP) MRL I�J�- MOTTRARDM DOCUMENTS SUBMITTALS 12') I EQUIPMENT H-FRNRE I - BAR GRATING J _l I PROPOSE' - II D�1 VfimkM CHANNEL (TYP) SIDE - 7' LENGTH BAR GRATING n� EQUIPMENT FOOT FOOTPAD I1YP) 12' PLATFORM DETAIL I No scE 1 2 1 NOTE OR DISH Wireless LLC. APPROVED EOUNALENT IW' it NO SCAT 1 3 NO SCALE 4 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wirobss LLC. CONSTRUCIION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET SW INSTALLED UNDER All FOUR FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) 3. EQUIPMENT CABINET OMITTED FOR CAIRN)' RIM METAL r_______________i CONDUTT �F u 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 00120 Ad& PROPOSED DISH I Ak.n,OH44311 PROPOSED DISH Winless LLC. W anew LLC. POWER vMnp PNERI SCXER 20QAIP METER SOCKET PROTECTIVE CABINET UNLESS THEY .WE IL11NG UNDER THE DIRECIgN - TO AIER THIS DOCUMENT. DRAWN BY: + 21-_ AJM I AIM MRL I�J�- PROPOSED DISH Winlm LLC. DOCUMENTS SUBMITTALS I I II I EQUIPMENT H-FRNRE I 0 a0%A1/mx1 utimmm TEL HWMp05 1 01/10/ma IRONED m OLOpM J _l I PROPOSE' - II D�1 VfimkM ii LLC. SAFETY ITh SMT 3. 2021724.75.878465.02 DISH Wireless LLC. T4 j INBTNL F 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE REpRRED BY LOCAL UTIUTY H—FRAME DETAILS SHEET NUMBER A-3 I II COMPANY DM7 m I= PVC CONDOR (GYP) GROUND BUSS BAR - 4 MIL WEED WRIER (GYP) EQUIPMENT PLATFORM FOOTPAD (GYP) FRONT ELEVATION ---------- PROPOSED ---------PROPOSED DISH I Winless LLC. I FIBER NID, IF P I REQUIRED qro rtI` h U I ?Ip 5 WNR a _ to p PROPOSED DISH Wireless ° - LLC. TELCO FIBER m ENCLOSURE ° CONDUIT (G)(P) 0 —4 ML WEM BARRIER (TIP) EQUIPMENT PLATFORM FOOTPAD (TMP) BACK ELEVATION H—FRAME EQUIPMENT ELEVATION PROPOSED DISH Winless LLC. EQUIPMENT PLATFORM FINISHED GRADE PROPOSED DISH W.I. LLC. CPS UNI PROPOSED DISH Wireless LLC. EQUIPMENT H -FRAME PROPOSED DISH M.I. LLC. EQUIPMENT PLATFORM FINISHED GRADE A dash 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 00120 Ad& GPD GROUP, INC. 520 South Main Street, Suite 2531 Ak.n,OH44311 330.572.21 OD Fax 330.572.2101 —x,. rxxnr, r.. w.•. ..nom.. vMnp PNERI SCXER .C' Orr R 6 A V 11M OF UW FOR A PERSOR, UNLESS THEY .WE IL11NG UNDER THE DIRECIgN OF A IlCENSED PROfE55011LL ENGWEER. TO AIER THIS DOCUMENT. DRAWN BY: CHECKED BY: PROVED RY AJM I AIM MRL RODS REV /: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A "mf/am1 -- m RN>DT 0 a0%A1/mx1 utimmm TEL HWMp05 1 01/10/ma IRONED m OLOpM A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE EQUIPMENT PLATFORM AND H—FRAME DETAILS SHEET NUMBER A-3 CHARLES INDUSTRY HEX CUBE-PM639155N4 POWER PLANT: -49= I®/GOON TOTAL WEIONf (OPTY) 4m 188 a INCLUDED a e O o OEE]SIOIS (M0.1 iBOk17 WEIGHT/ VOLUMEM&O UBS �.A GABLE RUN (O Y) 12 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPDON A OIMW 1 Imo® FILM IGWW 0 RM/m IWV®1910W011E 1 a/10/mn ui ®m •YIE co o' • • 0 1 t 0 ME CABINET DETAIL EATON METER SOCKET UNRRS213BEUSE METER SOCKET TYPE TRIO FNCl0N:9RIE OEI (IhWm) 1Ik12kB' IIPEPE RATNO 2005 WEIGHT 1B IBS HN! o No SCALE 1 No SCARE 1 4 COMMSCOPE WB—K110—B INCLUDED We -T12-3 TRAPEZE lar, O ■ O O OEE]SIOIS (M0.1 iBOk17 WEIGHT/ VOLUMEM&O UBS �.A GABLE RUN (O Y) 12 HN! o No SCALE 1 No SCARE 1 4 COMMSCOPE WB—K110—B INCLUDED We -T12-3 TRAPEZE lar, WAVEGUIDE BRIDGE KIT PRODUCTS:3 RIRCS WB -1B12-3 SUPPORT 9ILOhT EP -130 DIRECT BIRRL PPE COLUMN. 13'-4' OEE]SIOIS (M0.1 iBOk17 WEIGHT/ VOLUMEM&O UBS �.A GABLE RUN (O Y) 12 CONSTRUCTION DOCUMENTS TRAPEZE IDT (WW -T12-3) 3.5" DN OALV SCH 40 PPE (SPACED O'-0' (MP -130) EL& FHO)Q ICE BRIDGE DETAIL SH W1 LMC. TEMPLATE VERSION 38 - 07/23/2021 3B' DN OALV SCH 40 PPE (SPAM O'-WIRAb (EP -130) RAYCAP PPC RDIAC-2465-P-240-MTS 9W09RE DEOmd6 (IEIWd)} 3CQ2dB6'STI2dOS WFIWRR 80 be OPERATING IC %WSAGE 240/120 1 PHASE 3W40 .I .li yr _ •• IE ��1 ■ EI TJ• IE � EI is •.I ZAYO 5RU (LEFT SWING DOOR) FIBER NID ENCLOSURE OEENmRS (who) 30./k78k12A' WIDOW EO b ins arx ME FIBER NID ENCLOSURE DETAIL FINISH SUPE TO DRAW — A -A A -A y PROPOSED 3B' WA r w SCH 40 PPE T 901 10 PPE h 18' DN WILLED PPOPOSM 1'-B' PIER FOUNDATION DM CONCRETE PER (TYP) I A -A SECTION SQUARE D SAFETY SWITCHES D224NRB ENCDSRE ON (Ho") 20.25k10.005680' ENCLOREE TYPE NEMS M RAINPROOF UL USTED FIE E-2818 9f1E SAFETY SWITCH DETAIL CHARLES CFIT-PF202ODSH1 FIBER TELCO ENCLOSURE ENCIOSLIRE DES (mnw) 20-YdO - ENCLOSURE WEIGHT 20 b IIWR/RIO WALL COMPLIANCE TYPE 4 WE Baca( FIBER TELCO ENCLOSURE DETAIL HD SCALE 191 d.*sh 5701 SOUTH SAMA FE DRIVE UTTL TON. CO 80120 \/c) IT 6 A naA a I.A.oN ]ox AV! pl ' u.M n APE Acnes JN n¢ DIKC (Y A UCDIOED PAViL54IXY1 FNGWF➢i. m Ann m 000INFM. DRAWN BY: CHECKED BY: PROVED B1. MM MM I MRL RFDS REV s: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPDON A OIMW 1 Imo® FILM IGWW 0 RM/m IWV®1910W011E 1 a/10/mn ui ®m •YIE A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-4 PCTEL GPSGL—TMG—SPI-40NCB DIMENSIONS (DNR) YY/INCH 81.184mm 3.2'.].25' W IME W/ACCESSORIES 075 Rn CONNECTOR N—FEMA E FREQUENCY RANCE 1590 2 30MHx THIS DETAIL HAS NOT BEEN RENEWED BY ME SUMPINO PIRIY. THEAETDRE, THE STAMPING PAIiI( MADS NO REPRESENTATION(S) WTIH RESPECT TO ITS WNIpTIS, AND SHVL NOT BE DIABLE FOR SUCH. MIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL ANLL DE AT THE RELNNO PARTY(IES)S OWN Po AID NEtsei WAN6 ANY AND AIL "M(S) RELATED TO INE IX6TE210E OF ME STAMP OR OMEWILSE GPS DETAIL MINIMUM of A]SIE OR 0 270 IN ANY DIRECTION GPS IDE GPS UNIT OBSTRUCTIONS MUST BE BELOW 10 O O 9 O O O O O SIDE No souE , GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 CVIIPSMBPI CVI2PSM9PBIOO (4 AM CONDUCTORS) (8 AWG CONDUCTORS) 1.41'0 YS C (B AWG 9PBIO% WC CONDUCTORS) .LZI LINLIMIILU IYIOKIU L.NOLL I NO SCALE I 3 MINIMUM BEND RADIUSES I NOT USED I NO SCALE 14 I NOT USED I NO SCALE 15 I NOT USED I NO SCALE 16 I NSH WlralseR NOT USED 38 — 07/23/20 No SCALE I 7 I NOT USED I NO SCALE 18 NOT USED I No SCALE 1 9 dl,*.s,h 5701 SOUTH SANTA FE DONE LITTLETON. CO 80120 JA GPD GROUP, INC.` 520Sowh Main Street.Suile 2531 ALrory OH <Ul 1 330572.2100 FR 130.572.2101 "mFuµmvmp-,µFkruv.enyp� sm emfD is A MI.AVON OF uW FOR ANr PERSON. ur* REn MEY ARE AGRNc UNDER TIE DNmnaN OF A MEASED PROITSswNu ENGINEER, To MTER MIS DOcuurNR. DRAWN BY: CHECKED BY: PROVED H- PJM AJM MRL RFDS REV A: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0/11MMI mllED RM ROVER 0 00/2I/AIt uPDOm FDI EauMOns 1 01/lO/ma RWDNm reR cD1Alons AYE PROJECT NUMBER 2021724.75.878465.02 DISH WifeleSS LLC PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 FUJITSU TRIPLE BAND TAO8025—B605 DIVEIMONS ('MFA) 14.9110.7)0' WEIGHT 74.95 b CONNECTOR TYPE 43-10 RF CONNECTOR POWER SUPPLY DO -55» !CJ Il FUJITSU DUAL BAND TA08025—B604 O"NsIoNS Q61WIO) 14.9NWIX 8' WEIGHT 51916. CONFICIOR TIRE 4.3-10 RF CONNECTOR POWER SUPPLY DC -58 --DN SABRE DOUBLE Z—BRACKET C10123155 D9E)WD16 (MMM&) (1 BPAI 5'0011-13/l8' WEIGHT (RAL ASSEMBLY) 30.79 b PICK40E QUANTITY 4 ©�:: aii:L'�5a A1AfrLli ERROR RRH DETAIL I No sCAIE I 1 I RRH DETAIL I No scA E 12 I RRH MOUNT DETAIL I No scAIE 13 I JMA MXOBFRO665-21 DIMENSIONS (Hit") 72'00.0'" RF PORTS, CONNECTOR TME 8 . 45-10 FEMALE WEIONT 84.8 b WEIGHT WITH BW/1QiS 528 to ANTENNA DETAIL COMMSCOPE XP -2040 CROSSOVER PLATE DBENMON3 OW 10117 WEIOM 11 to BAR SBE EIRE aeTE 1,r...ii ::.FA@Yi• ., 1611J2 1 M 1131 - 0 sMDE enxa ND Z9E 4 NO W& 0.R DMSH Whir. LLC. APPROYID EWNALENT No scmuE 1 7 RAYCAP RDIDC-9181—PF-48 DC SURGE PROTECTION (OVP) OIIENsoms (Wma) 1698'.lcSQ 15' WEKIHT 2182 LBS ELM COMMSCOPE MC—PK8—DSH FACE ROM 98' WEBNT 137108 b NOTE 15' TO 38' O.D. wsaAE 1 5 NOME OR OW W1nlr. II APPNOMID MLUNNENT t: M04 MOUNTING BRACKET HPA-33R—BUU—H4—K WOTH 5' DEPTH r 1EA11O EI' TOTAL WOW 18 b HOUSING WTBiVL AWA6/NIWBAN PAOOIE COLOR LIOHT ORAY CONNECTOR 1m OrSY CHAIN NO E OR 0a1 W1Ne LLC. APPROVED EouvALEMr ANTENNA MOUNTING DETAIL ND somE 1 6 NO SCALE 1 9 dash 5701 SOUTH SANTA FE DRNE LTTRETON, CO 80120 R IS A N%A OF t w FOR AN, PERSON. UNIESS ITiA� UNDERTHENM ON OF A TO &TER MIS DOCUYFNF. DRAWN BY: CHECKED B1': PROVED BY AIM AIM MRL RMS REV J: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 0/1"M RRm A7 REO 9 r/M/= IwO® Not O.AEMn 1 m/1E/pq IWV® FA OY A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-6 EXISTING MONOPOLE • O EXISTING 15'-0' 0".19, 6" T-0' PLATFORM x o N ANI L EXISTING CHAN-LINN FENCE _i_. II EXISTING UTILITY VAULT PROPOSED UNDERGROUND POWER CONDUIT (LENGTH: 435'3) PROPOSED FIBER ROUTE (2' SCH 40 PVC CONOUR) PROPOSED FIBER kNNDHW PROPOSED UNDERGROUND COMMIT (LENGTH: 2753) NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE. 2. ANTENNAS AND MOUNTS OMITTED FOR CLAIM. 3. AHE GROUND LEASE PROVIDES BROAD/BLANKET UTILITY RIGHTS. 'PARR AND 'FSR` PATH DEPICTED ON A-1 AND E-1 ARE BASED ON BEST AVAILABLE INFORMATION INCLUDING BUT NOT LIMITED TO FIELD VERIFICATION. PRIOR PROJECT DOCUMENTATION AND OTHER REAL PROPERTY RICHIS DOCUMENTS. WHEN INSTALLING THE UrTLTIES PLEASE LOCATE AND FOLLOW EXISTING PATH. F EXISTING PATH IS NOT AN OPTION. PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER COORDINATION MAY BE NEEDED. E%ISTING MMM POLE WITH WITH 7RANSPORMER PROPOSED 1-1/4" CONDUIT FOR FIBER FROM MMP TO PROPOSED / FIBER HAND HOLE AT COMPOUND PMR— PMR— PMR— PMR— PWR— FAR— PMR— POUR PROPOSED FIBER RWDHOLE (MMP) EN UTILITY ROUTE PLAN DISH Wireless LLC. TEkHPNTE VERSION M - 07/23/7021 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SINAL IDENTIFY +24V AND BLUE AWtKINGS SHALL IOFNTIN 1. CONTRACTOR SHALL. INSPECT THE E%I5MC CONDITIONS PRIOR TO SUBMITTING A ED. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO ANE CONTRACTOR'S FUNCTIONS, AHE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SMALL BE BROUGHT UP DURING THE BID PERIOD WITH ANE PROJECT MAMA" FOR CLARIFICATION. NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. .ALL ELECTRICAL WORK SMALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND N.L. STATE AND LOCAL CODES. LAWS. AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REWIRED TO MEET NEC STANDARDS. 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SRW. BE COOROIMTEO WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION, 4. CONDUIT ROUGH -IN SMALL BE COORDINATED WITH WE MECHVBCAL EQUIPMENT TO AMD LOCATION CONFLICTS. MIN WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REWIRED. 5. CONTRACTOR SMALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REWIRED FOR A COMPLETE SYSTEM. S. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REWIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SMALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL. CABLE ASSEMBLIES. INSTALLATION SNAIL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENOMIONS. S. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHB4000 NAMEPLATES INDIGATINC EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED W, AND PANEL FIELD LOCATIONS FED FROM. 9. INSTAL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL. CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONGED AT NL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND EGLAPI ENT CABINETS. 10. ALL NEW MATERIAL S HAVE A U.L LABEL 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRWCEMENTS REFLECT POST -CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SMALL BE RESPONSIBLE FOR AS -BUILT PANE. SCHEDULE AND SITE DRAWINGS. 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG ELECTRICAL NOTES I NO SCALE I 2 ' I 01 {s ,rt m NO SCARF 1 3 d.wsh 5701 SOUTH SANTA FE DRIVE LITILETON. CO 60120 40,OOAWW GPD GROUP, INC. 520South Main Street, Suite 2531 Akron.01144311 530.572.2100 Fav 330.572.2101 nnqumly W1 in,oa MbbM1rvnl-max v.vb0.^"au.nrmrCYrt,wMa W W.� ,,,.e"> ,+.STELA NP.SCHAUB 50026 R 6 A Y TKNI Of LAN FOR AT PERSON. UNLESS THEY ARE ACTINO UNDER THE DiRECIpN CF 'ERMMl0EF5MOWIL ENGINEER' MACTOR THIS COOUMENT DRAWN BY: CHECKED M: PROVED BY AIM AJM MRL REDS REV --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 00/10/9011 6WRC RR R1W11 0 a/21/9051 HIPNWm 1fl1 ttYRRR 1 01/10/]021 IWVm PER COIREMB A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE j ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1 CARLON EXPANSION FITTINGS N N OUT COUPLING END PLAT/ MALE TERMINAL ADAPTER IER END PART/ S STD CTH QTY. TRAVEL LENGTH 045D E943DX 1/2' 20 P E945E E945EX 3/4' 15 4' E945F E9M15F% 1' 10 4' E9/5G E945GX 1 1/4' 5 4' E945H E945FIX 1 1/2' 5 4' E945J E945JX 2- 15 S. u9 E94SIX 2 1/2' 10 5' B45L E945LX Y 10 B' E945M ED45MX 3 1/2- 5 5' 0,15N E945W( 4- 5 5' E045P 045PX 5- 1 B' E945R E94M 5' 1 1 e' PROPOSED FIBER PROPOSED DISH Wr.le.. L.L.C. NID. IF REWIRED UNISTRU VARIES PER N N OUT PART NUMBER '� GPD GROUP, INC. 1-1/4' FIDE CONCURS I 330.5723100 F.. SM 572.2101 FIBER PROVIDER TO TERMINATE SUP JOINT FIBER PROVIDER TO PUNCH TOP OF ff 5 A V 110N Of IAW FOR AW PER5g1. UNLESS 1 N NTE ACTING UNDER ME DIRECTION Cf A LCBD PRDHSSON ENGWEER. EM TO KIER M5 ODNYEM. (SEE CHART TOR o N - i I AIM PMT NUMBER) NOTE.- CONTRACTOR OTE:CONTRACTOR TO INSTALL EXPANSION FITTING SUP JOINT AT METER CENTER CWDUIT TERMINATION. AS PER LIX'.AL CATTERY POLICY, ORDINANCE AND/OR SPECIFIED REQUIREMENT I NO SCALE 2 U -BOLTS WITH 4 NUTS, IN THE EVENT THE BRACKET SPACING DOESN'T UNE UP WITH CURRENT SPACING BELOW TRENCHING NOTES 1. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL. CONDITIONS BY EITHER SEEDING OR SODDING GRASS MEAS. OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTXN. 2. TRENCHING SAFETY; INCLUDING, BUT NOT UMM TO SOIL CLASSIFICATION, SLOPING. AND SHORING, SHAUL BE GOVERNED BY THE CURRENT OSHA TRENCHING AND EXCAVATHON SAFETY STANDMDS. 3. ALL CONDUITS SHALL BE INSTALLED IN COMPUANCE WIN THE CURRENT NATIONAL ELECTRIC CODE (NEC) OR AS REWIRED BY THE LOCAL JURISDICTION, WILICHEVER IS THE MOOT STRINGENT. NO SCALE I 2 WIRE Wrv]... PROPOSED DISH Wrel. L.L.C. 10 PMP DISTRIBUTION PROPOSED DISH MM. L.L.C. 12 AWG WIRE PROPOSED DISH W.I. L.L.C. 1-1/2' POWER FROM CABINS DISH When L.L.C. INSTALLS 1-1/2' CONDUITS FOR POWER m �r_-: I DISH Wreln. LLC. FIBER DISTRIBUTION PANEL- PROPOSED ANELPROPOSED DISH W.I. LLC. TELCO FIBER ENCLOSURE DISH Wirvb L.L.C. FIBER JUMPER TO CABINET WILL NEED TO BE TERMINATED BY FIBER PROVIDER ON OTHER ADE OF BUEXHEAD/LC TO IC CONNECTOR WHERE CIRCUIT IS TERMINATE). PROPOSED FIBER PROVIDER FIBER LITERAL FROM RICHT OF WAY TO STREET. TERMINATED TO FDP PROPOSED DISH Wrclen L.L.C. 1-1/2' FIBER TO CABINET PROPOSED DISH Wre . LLC. 2' CONDUIT FROM COMMERCIAL FIBER VAULT NO SCALE 1 3 1 PROPOSED FIBER PROVIDER N N OUT LITTLETON. CO 80120 '� GPD GROUP, INC. 1-1/4' FIDE CONCURS Akmn,011M311 330.5723100 F.. SM 572.2101 FIBER PROVIDER TO TERMINATE ++HC AUB STEVEN P. FIBER PROVIDER TO PUNCH TOP OF ff 5 A V 110N Of IAW FOR AW PER5g1. UNLESS 1 N NTE ACTING UNDER ME DIRECTION Cf A LCBD PRDHSSON ENGWEER. EM TO KIER M5 ODNYEM. POWER TO FIBER PROVIDER NID CHECKED BY: TELCO BOX OF NID ENCLOSURE AND AIM mm PROPOSED DISH W.I.. LLC. RFDS REV 8: --- INSTALL 1-1/4- LIQUID TIGHT DOCUMENTS SUBMITTALS 12 An CURE (6' TALL) A n/lq=l B91m WH WI1111IF CONNECTORS, UL LISTED. NYLON 1 M/la/fMS V W!D FDI CgRp05 MATERIAL, WITH 0 -RING GASKET A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION FIBER PROVIDER TO INSTALL 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELECTRICAL 1-1/4' FIDE CONDUITS BETWEEN SHEET NUMBER E-2 PROPOSED DISH When LLC. FDP TELCO BOX & NID 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wrel.w LLC. PROPOSED DISH W.I. LLC. TEUGG FIBER ENCLOSURE 12 AERO CURE PROPOSED DISH Wrele.. LLC. 4 4 1-1/2' FIBER TO CABINET PROPOSED DISI W.I. LLC. 0 N PROPOSED DISH Whalen LLC. 1-1/2' POWER FROM CABINET—]2' CONDUIT FROM COMMERCIAL FIBER VAULT LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) I No sruB Q NOT USED No sruE 5 NOT USED ND sa2E 6 NOT USED I NO SCALE NOT USED NO SAE 1 8 L4 E NO SCALE 9 dash 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 '� GPD GROUP, INC. >20 S.Nh Main Sven, Suiu 2531 Akmn,011M311 330.5723100 F.. SM 572.2101 ++HC AUB STEVEN P. ni.el 012922—N— 5046 ff 5 A V 110N Of IAW FOR AW PER5g1. UNLESS 1 N NTE ACTING UNDER ME DIRECTION Cf A LCBD PRDHSSON ENGWEER. EM TO KIER M5 ODNYEM. DRAWN BY: CHECKED BY: PROVED BY. AIM mm MRL RFDS REV 8: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A n/lq=l B91m WH WI1111IF 9 a/al/]Otl HIP9A1m PDL AgYNR 1 M/la/fMS V W!D FDI CgRp05 A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 /4 CU EI£CIROOE 200 GROUNDING IMMMDOE SHILL BE (2) 5/6'0 X 10' LONO OROUND ROD SPACED MINIMUM 6' MMT EXISRNG 120/24OV, 143W, UNLRY COMPR Y TRANSFORMER NEW WIRE AND CONDUIT PER UTILITY COMPANY REQUIREMENTS -NEW 20_0A_120/2401. 143W. NEW 3R (1.90T IN S SCH 40 NEW 2061 120/240V, 143Y1. SERVICE RATED. FUSIBLE 05CDIWECT (NEMA 3R). (SQUARE D MODEL No. DUMR8 / OR EDUNALENTL VERIFY COIPAFBIU WNN LOCAL UTILITY COMPANY. LOCATON OF MIN BONDING JUMPER. (3) 3/0 RIM /6 GROUND IN 3' SCH 40 CONDUIT CONIRIKTOR TO REFER TO FINN. RAINY OMGN DETAILS 120/240 VAC 1PH GENERATOR C.WLOCK CEN PLUG N - SURGE SUPPRFS51 DEVICE tOOKA SAD GR2pt-, . PROPOSED POWER PROTECTIVE CABINET 120/240Y. 1 PH. SERVICE ANTED, OV RI2L UL LISTED POWER CENTER, 1431L 55K/I0K AIC MAIN BREAKER WITH 200A INTERLOCKED GENERATOR FEED. 2" 65K AIC PROPOSED 2 /10, 1 /10 CU GND. IMPOSED 2 /10 (2) PROPOSED 0.75' ETR CONCURS (1) PROPOSED OX EMT CONDUIT CHARLES NETWORK CABINET FOR RECTIFIER I FOR ROnnER 2 FDR REunM 3 FOR RECDFIER 4 FOR CONVENIENCE OUTLET NOTE. BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, IOSC, WOV, AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE -UNE DIAGRAA. CONTRACTOR MAY SURSITME UL1015 WIRE FOR THAN -2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. RRFA:FRS REQUIRElk (4) 30A 2P BREAKER - SQUARE 0 P/4:00230 (1) 15A 1P BREAKER - SQUARE 0 P/N:00115 PANEL SCHEDULE )ISH V,4ass LLC. TEMPLATE VERSION W - 07/23/2021 NOTES THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCIDIS EACH. SHALL APPLY THE ADJUSTMENT FACTOR OF SOX PER 2014/17 NEC TABLE 310.15(Bx3)(0) OR 20M NEC TABLE 310.15(Cxl) FOR UL1015 WIRE. 12 FOR 1SA-20A/1P BREAKER OA x 301 - 24.0{ 10 FOR 254-30A/2P BREAKER 0.8 x 40A - 32.0A B FOR MA-4OA/2P BREAKER, 0.8 x 55A - 44.CA 6 FOR MA-601A/2P BREAKER 0.8 x 75A - SD.OA CONDUIT STUNG: AT 403 FILL PER NEC CHAPTER B, TABLE 4. ARTICLE W. 0.5' CONDUIT - 0.122 SO. IN AREA 0.75'CONDUIT - 0.213 SQ. IN AREA 2.0' CONDUIT - 1316 SO. IN AREA 3.0' CONDUIT 2907 2807 SO. IN AREA CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, W. M-0.0211 SO. IN %2-0.0422 SO. N - 0.0211 SO. IN % 1 - 0.0211 SO. N <GROUND TOTAL - 0.0833 S0. IN 03' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTA. OF (3) WIRES. INCLUDING GROUND WIRE. AS INDICATED ABOVE RECRFlER CONDUCTORS (2 CONDUITS): USING UL1015. CU. 10 - 0.0288 50. IN % { - 0.,1064 50. N 10 - 0.0082 S0. IN % 1 - 0.0082 SO. N <BARE GROUND TOTAL - 01148 SO. N 0.75' ELM CONDUIT S ADEQUATE TO HANDLE AHE TOTAL OF (5) WRED, INCLUDING GROUND WIRE. AS INDICATED ABOVE PPC FEED CONDUCTORS (1 CCNMIT): USING THAM. M. 3/0 - 0.2679 SO. N % 3 - 0.8037 SO. IN 16 - 0.0507 SO. N % 1 - 0.0507 SO. IN <GROUND TOTAL - 0.8544 SQ. IN 3.0' SCH 40 PVC CONDUIT S ADEQUATE TO HANDLE THE TOTAL OF (4) WINES. INCLUDING GROUND WIRE AS INDICATED ABOVE. PPC ONE -LINE DIAGRAM I NO SCALE 1 1 1 NO SCBE 1 2 NO SCALE 1 3 dish 111I� PROPOSED CHARLES PANEL SCHEDULE Ad& GPD GROUP, INC. 520 SwRh Main Slmq Suite 2531 Akmn, OH 44311 330.572.2100 Fav 330.572.2101 tingq ,ein,,en ad.�euY P�6 UBB �6MH,W.26q,U�M Ur.e0a STEVENP. ,mel. 0.prv2'22 9 16 A 00LKTO F OF " FOR M VERsg1. UNUM THLY ME ACINO .00 INE 6RECIKN OF A 14Mm PFgFE55 ENGNEER. TRIP DRAWN BY: CHECXED BY:APPROVED BY MM AJM MRL Lr- CONSTRUCTION L SUBMITTALS REV DATE DESCRIPTION Ll 0 "I/= V6VFD Not ceIWN6s 1 M/lw= I.DWm FDI fLYNLLP A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 no���m�ns.En m� ����my[:II!if0��m �mm mElm�- 0�- PANEL SCHEDULE )ISH V,4ass LLC. TEMPLATE VERSION W - 07/23/2021 NOTES THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCIDIS EACH. SHALL APPLY THE ADJUSTMENT FACTOR OF SOX PER 2014/17 NEC TABLE 310.15(Bx3)(0) OR 20M NEC TABLE 310.15(Cxl) FOR UL1015 WIRE. 12 FOR 1SA-20A/1P BREAKER OA x 301 - 24.0{ 10 FOR 254-30A/2P BREAKER 0.8 x 40A - 32.0A B FOR MA-4OA/2P BREAKER, 0.8 x 55A - 44.CA 6 FOR MA-601A/2P BREAKER 0.8 x 75A - SD.OA CONDUIT STUNG: AT 403 FILL PER NEC CHAPTER B, TABLE 4. ARTICLE W. 0.5' CONDUIT - 0.122 SO. IN AREA 0.75'CONDUIT - 0.213 SQ. IN AREA 2.0' CONDUIT - 1316 SO. IN AREA 3.0' CONDUIT 2907 2807 SO. IN AREA CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, W. M-0.0211 SO. IN %2-0.0422 SO. N - 0.0211 SO. IN % 1 - 0.0211 SO. N <GROUND TOTAL - 0.0833 S0. IN 03' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTA. OF (3) WIRES. INCLUDING GROUND WIRE. AS INDICATED ABOVE RECRFlER CONDUCTORS (2 CONDUITS): USING UL1015. CU. 10 - 0.0288 50. IN % { - 0.,1064 50. N 10 - 0.0082 S0. IN % 1 - 0.0082 SO. N <BARE GROUND TOTAL - 01148 SO. N 0.75' ELM CONDUIT S ADEQUATE TO HANDLE AHE TOTAL OF (5) WRED, INCLUDING GROUND WIRE. AS INDICATED ABOVE PPC FEED CONDUCTORS (1 CCNMIT): USING THAM. M. 3/0 - 0.2679 SO. N % 3 - 0.8037 SO. IN 16 - 0.0507 SO. N % 1 - 0.0507 SO. IN <GROUND TOTAL - 0.8544 SQ. IN 3.0' SCH 40 PVC CONDUIT S ADEQUATE TO HANDLE THE TOTAL OF (4) WINES. INCLUDING GROUND WIRE AS INDICATED ABOVE. PPC ONE -LINE DIAGRAM I NO SCALE 1 1 1 NO SCBE 1 2 NO SCALE 1 3 dish 111I� 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Ad& GPD GROUP, INC. 520 SwRh Main Slmq Suite 2531 Akmn, OH 44311 330.572.2100 Fav 330.572.2101 tingq ,ein,,en ad.�euY P�6 UBB �6MH,W.26q,U�M Ur.e0a STEVENP. ,mel. 0.prv2'22 9 16 A 00LKTO F OF " FOR M VERsg1. UNUM THLY ME ACINO .00 INE 6RECIKN OF A 14Mm PFgFE55 ENGNEER. TO µTEA NIS 0]Cll.. DRAWN BY: CHECXED BY:APPROVED BY MM AJM MRL RMS REV III: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A eF IVF OIm FOR IRWIN 0 "I/= V6VFD Not ceIWN6s 1 M/lw= I.DWm FDI fLYNLLP A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 TEST WELL T� — 'r BONG PROPOSED CEH PLATFORM T'0 PROPOSED EQUIPMENT GROUNDING ELECTRODE SYSTEM (ITP. 4) BOND H -FRAME POST TO UNI-STRIIT (TYP.) — j2 AWG BURIED GROUND RING 30' BELOW GRADE /2 TINNED SOLO IN 1/2' MIN. LIQUID TIGHT CONDUIT FROM 24' BELOW GRADE TO WITHIN 3' TO 8' OF ChD-'NED TERMIMATION - POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WIRY SILICONE CAULK. (TYP)� I PROPOSED 4-X12-el/4' TINNED COPPER GROUND BUSSBAR ,,-rr---r EXISTING TOWER GROUND RING (FEILD VERIFY) BOND CE BRIDGE\ . SUPPORT POSTS TO GROUND RIND BOND(s) --� (IYP ALL POSTS) EXISTING MONOPOLE \ V � I 1 � I BOND EGUIPMENT AS REQUIRED BY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO EXISTING TOWER GROUND MNG (TOTAL 2) TYPICAL EQUIPMENT GROUNDING PLAN ■ EXOTHERMIC CONNECTION•T TIt� GUTION ROUND ROD jodw GPD GROUP, INC.° WITH ■ MECHANICAL CONNECTION ------ 18 AWG STRANDED d INSULATED � GROUND BUS BAR II IS A VIOLATION OF TAW FOR MY PERSON. MON. I OF A UCE)ri PRJFEMKNVL ENIN14M. — — — 02 AWG SOLD COPPER TINNED \ ROD I PJM AIM � BUSS BAR INSULATOR \ EXISTING TOWER GROUND RING (FEILD VERIFY) BOND CE BRIDGE\ . SUPPORT POSTS TO GROUND RIND BOND(s) --� (IYP ALL POSTS) EXISTING MONOPOLE \ V � I 1 � I BOND EGUIPMENT AS REQUIRED BY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO EXISTING TOWER GROUND MNG (TOTAL 2) TYPICAL EQUIPMENT GROUNDING PLAN ■ EXOTHERMIC CONNECTION•T TIt� GUTION ROUND ROD jodw GPD GROUP, INC.° WITH ■ MECHANICAL CONNECTION ------ 18 AWG STRANDED d INSULATED ST VNP GROUND BUS BAR II IS A VIOLATION OF TAW FOR MY PERSON. MON. 1MRY ACTINGTAE ACO LANDER W DIRECTION OF A UCE)ri PRJFEMKNVL ENIN14M. — — — 02 AWG SOLD COPPER TINNED OGROUND ROD PROVED NT PJM AIM � BUSS BAR INSULATOR 1. GROUNDING S SHOWN DIAGRAMMATICALLY ONLY. 2. CONDUCTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SMALL BE IN COMPLIANCE WITH NEC SECTION 250 AND DSII Wireless LLC. GROUNDING AND BONDING REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. S. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. not A EXTERIOR GROUND RING: /2 AWG SOLD COPPER, BURIED AT A DEPTH OF AT LEAST W INCHES BELOW GRADE, OR R INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EL(IERIOR WALL OR FOOTING. OB TOWER GROUND RING: THE GROUND RING SYSTEM SPIAL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS. AND/01? GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOPER AND THE BUILDING, AT LEAST TWO BONDS SHAH BE MADE BETWEEN THE TOWER RING GROUND SYSTEM ANO THE BUILDING RING GROUND SYSTEM USING MINIMUM /2 AWG SOLID COPPER CONDUCTORS. OINTERIOR GROUND MNG: /2 AWG STRANDED GREEN INSULTED COPPER CONDUCTOR EXTENDED AROUND RIE PERIMETER OF THE EQUIPMENT AREA. ALL NON -TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SMALL BE GROUNDED TO THE INTERIOR GROUND RING WITH /8 AWO STRANDED GREEN INSULATED CONDUCTOR. BOND TO INTERIOR GROUND RING #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE D PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING. GROUND ROD: UL LISTED COPPER CLAD STEEL MINIMUM 1/2' DAAAEIER BY EGM FEET LONG. GROUND NO SGLLE '� E RANG SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SMALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. NOTESMI REEERMIGE GROUND BAR: PONT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT OF FRAMES. ALL BONDS ARE MADE WITH /2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULAIID COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) /2 SOLD TINNED COPPER CONDUCTORS. NO OVP SHOWN ARE GENERIC AND NONC TOA SPECIFIC MATCH PUTS GROUND BAR: BOND 10 TIRE INTERIOR GROUND PING WITH TWO 2 AWG STRANDED GREEN IER. THIS LAYOUT IS FOR REFERENCE O INSULATED COPPER CONDUCTORS. WHEN A HATCH -PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PRESENT. MECRCB MUST BE CONNECTED TO THE HATCH -PLATE AND TO THE INTERIOR GROUND RING USING (2) TWO 12 AM STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. ND SOME I 2 N EXTERIOR CABLE ENTITY PORT GROUND TARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND TO GROUND RING WITH A /2 AWG SOLD TINNED COPPER CONDUCTMB WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE. O1FLf.O GROUND BAU BOND TO BOTH CELL REFERENCE GROUND BAR OR EITERION GROUND RING. OFRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT 5 NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDMDUAL MEFAWC UNITS LOGGED WITH TIRE AREA OF TIME INFERIOR GROUND RING REQUIRE A /8 AWG STRANDED GREEN INSULATED COPPER BOND TO THE INFERIOR GROUND RING. OPENCE AND GAIF GROUNDING, MUM FENCES WITHIN 2 FEET OF THE EXTERIOR GROUND RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SMALL BE BONDED TO THE GROUND RING WITH A /2 An SOLID TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. PONDS SHALL BE MADE AT EACH GTE POST AND ACROSS GTE OPENINGS. OEXTERIOR UNIT BONDS: METALLIC OBJECTS, EXIERNAL TO OR MOUNTED TO TIME BUILDING, SHALL BE BONDED TO TIME EXTERIOR GROUND RING. USING /2 TINNED SOLD COPPER WIRE OICE BRIDGE SUPPODS: EACH ICE BRIDGE LEG SHALL BE BONDED TO RIE GROUND RING WITH /2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH DHE ICE BRIDGE LAD AND BURIED GROUND RING. 0 DUPING ALL DC POWER SYSTEM CHANCES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPIACEMENIS OR ADDITIONS, BRFA(ER DISTRIBUTION CHANGES. BATTERY AODIDDK% BATTER' REPIACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REWIRED THAT SERVICE CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A COSIER DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND RAR PO 10WER TOP MI -LECTOR SUM BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. REFER TO DISH Wltelen L.L.C. GROUNDING NOTES. �H:iWDI : P] C [�1:1 � ■: [] l �9 NO SCALE I 3 d I s h 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 jodw GPD GROUP, INC.° 520 South Main Street, Suite 2531 AkOn,OH44311 330.572.2100 Fax 3305722101 ST VNP rulgt :C�022:unex.w. 50125 II IS A VIOLATION OF TAW FOR MY PERSON. MON. 1MRY ACTINGTAE ACO LANDER W DIRECTION OF A UCE)ri PRJFEMKNVL ENIN14M. TO ALTER THIS DOCUMD T DRAWN BY: CHECKED BY: PROVED NT PJM AIM MRL REDS REV --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 03/fe/2031 W FOR IEYWII 0 0/21/A21 LPQAm PB LXTIAMa f Ot/10/!023 VOAFp PFIt ODIYNIS ME PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GROUNDING PLANS AND NOTES SHEET NUMBER G-1 /2 TINNED SOLID IN 1/2' MIN. UOUID VOW CONDUIT FROM 24' BELOW GRADE TO WITHIN 3' TO B• OF CAD–WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WTH SILICONE CNN(. (TYR) – 02 TINNED SOLID IN 1/2• MIN. UOUID TIGHT CONDUIT FROM 24' BELOW GRADE TO WITHIN 3' TO 8. OF CAD–WELD TERMINATION POINT. EXPOSED END OF THE UQUID TIGHT COMMUTE MUST BE SEAM WITH SILICONE CAULK. , NOTES EQUIPMENT CABINET OMITTED FOR CLARITY �— PROPOSED CPS UNIT PROPOSED 20GAMP METER SOCKET PROPOSED /2 AWG TIE INTO GROUND RING (IYP) PROPOSED PLATFORM MUHu UNf IU .. .. GROUNDING I f ELECTRODE 11! I PROPOSED GROUND RING 00 00 1 H—FRAME GROUNDING DETAIL 1 PIPE CADWEL (fYP) I I I GROUND RING TIE INTO EXISIWC QG I I 12 AWG SOLID TINNED GROUND RING I I COPPERCOPPERCONDUCTOR L—I EXTOR GROUND RING V AGROUND ROD, 1/2MIN. X 8' LONG COPPER CLAD STEEL (DOW 1825880) NO s 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE No scuE 5 NO SU IEEP W PJC TH CAP poia\\j/�\\ I I j\\��\/ EXOTHERMIC CONNECTION '� I PROPOSED PIPE COLUMN A\ron,OHM311 330.572.2100 Fa, 3WS721101 D IONE OR El I OtA UNDER THE BOFI EQUN.ONi1LL TEST TO m NIR NS DOCUMENT. POSED DISH Mm LLC. POWER j WRNW 2' OF TOP OF GROUNDING LOOP CONDUCTOR MRL RFDS REV S: CONSTRUCTION iOTECINE CABINET SUBMITTALS REV DATE I DESCRIPTION A A/te/1QN Olm M 11011 NSPACE FIBERNTD,IT. 1 on/1W/A ISONm FOR EYeOnS IF IF REQUIRED EQUIRED A&E PROJECT NUMBER I C I _ � I 11 DISH Wireless LLC. I I I I MNMSPOO157A 3017 161ST AVENUE NW 11 II 4 SHEET TLE I I SHEET NUMBER G-2 __ II PRQPOSED II IIC I DL LLC- SAM �EIY i I IF SC� I I I INBTALL R III n I I REWIRED BY I I I II II VIII I I LJKAL �� I I I II COMPANY II t PROPOSED TV" RIVER ENCLOSURE PROPOSED /2 AWG TIE INTO GROUND RING (IYP) PROPOSED PLATFORM MUHu UNf IU .. .. GROUNDING I f ELECTRODE 11! I PROPOSED GROUND RING 00 00 1 H—FRAME GROUNDING DETAIL 1 PIPE CADWEL (fYP) I I I GROUND RING TIE INTO EXISIWC QG I I 12 AWG SOLID TINNED GROUND RING I I COPPERCOPPERCONDUCTOR L—I EXTOR GROUND RING V AGROUND ROD, 1/2MIN. X 8' LONG COPPER CLAD STEEL (DOW 1825880) NO s 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE No scuE 5 NO SU IEEP W PJC TH CAP poia\\j/�\\ I I j\\��\/ EXOTHERMIC CONNECTION '� GPD GROUP, INC. 520SauIh Main Seeet,Su'ne2531 A\ron,OHM311 330.572.2100 Fa, 3WS721101 D IONE OR m IT 6 A NOIATON OF LAW P011 ANY PEASI OtA UNDER THE BOFI EQUN.ONi1LL TEST TO m NIR NS DOCUMENT. DRAWN BY: CHECKED BY: PROVED 81 WRNW 2' OF TOP OF GROUNDING LOOP CONDUCTOR MRL �W, m I I Lei\ I. lexemi'm . I IN e1*1Lln NOTES ABLE GROUNDING NOT REQUIRED WHEN NTD" IS LESS THAN 10' FROM CARNET PROPOSED POST PROPOSED PIPE CLAMPS �911 I 1116161' 1'-0• PROPOSED GROUND RING NDS E 3 INCLUDE WARNING TA ACE WITH PER SPECIFICATIONS GROUND RING, /2 AWG SWD BANE TINNED COPPER CONDUCTOR dw.sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 '� GPD GROUP, INC. 520SauIh Main Seeet,Su'ne2531 A\ron,OHM311 330.572.2100 Fa, 3WS721101 STEVEN P SCHAUB,„ .- ....--...50426 IT 6 A NOIATON OF LAW P011 ANY PEASI OtA UNDER THE BOFI A�NCVK W"M. m NIR NS DOCUMENT. DRAWN BY: CHECKED BY: PROVED 81 AIM I AJM MRL RFDS REV S: CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A A/te/1QN Olm M 11011 0 M/21/2G21 IIPGWFD AOI C0YW19 1 on/1W/A ISONm FOR EYeOnS A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TLE GROUNDING DETAILS SHEET NUMBER G-2 1. EXOTHERMIC WELD (2) 1W0, /2 AWG BARE TINNED SOLD COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND MING AND PROeTDE PNLWFL EXOTHERMIC WELD. 2. ALL EXTERIOR GROUNDING HAROYARE SENLL BE STAINLESS STEEL 318' D ETER OR LARGER. ALL HARDWARE 18-8 STNNILSS STEEL INCLUDING LOCK WASHERS, CMT ALL SURFACES 111TH AN AMI-0XIDANT COMPOUND BEFORE OUTING. 3. FOR GROUND BOND TO STEEL ONLY: CMT NL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. 4. DO NOT INSTALL CABLE GROUNDING KR AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUNDING BUS. 5. NUT k WASHER SHALL BE PLACED ON THE FROM SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE 0. ALL GROUNDING PMTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. 7. THE CON7RMCPOR SHALL BE RESPONSIBLE FOR INSTAILNG ACDTTIORYL GROUND BMR AS REQUIRED. B. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8' OF THE BARItM (NO SHINERS). TYPICAL GROUNDING NOTES I No SCALE 1 1 1 TYPICAL EXTERIOR TWO HOLE LUG I NO SCALE 1 2 NOTE MINIMUM OF 3 THREADS S/S BOLT \. ••) ' ro BE Y1511WHARM TOOTHED BARREL REWIRED FOR SHRINK S/S SPL3T WASHER (TYP) ALL INTEROR T1,10—HOE S/S FLAT WASHER (TYP) 2 1KKE LO CONNECTORS TINNED SO IT IS A MtAVOh OF U FOR AW PERSON. LUG MP) OF A LICENSED PRCIESSgW1 ENGMEER. TOTER T1Is COLIYEF.. S/S MT WASHER OW) TIN COATE By COPPER B S/S NUT (TYP) CHERRY W WASHER INSTALLED DOCUMENTS EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO TOOTHED BARREL REWIRED FOR SHRINK BUR UP AGAINST THE ALL INTEROR T1,10—HOE 330.572.2100 Foe 330.572.2101 CONNECTOR BARREL CONNECTORS r3' 202222urw. x..a.. 50126 IT IS A MtAVOh OF U FOR AW PERSON. 3/8' DB x1 1/2' OF A LICENSED PRCIESSgW1 ENGMEER. TOTER T1Is COLIYEF.. S/S NUT CHECKED BY:APPROVED By S/S LOCK PJM MRL WASHER CONSTRUCTION DOCUMENTS 5/S RAT REV DATE DESCRIPTION A W/10/=l 1S91m FOR ABUT WASHER l�J TINNED COPPER S/S MT GROUNDING BAR --- ------- WASHER MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ___ ------- S/S BO T G-3 (1 OF 2) 1/18' MINIMUM SPACING TYPICAL INTERIOR TWO HOLE LUG No SCALE F3 LUG DETAI I No SCALE 14 I NOT USED I No SCALE 1 5 1 NOT USED I No swE 1 6 1 NOT USED I NO SCALE 17 I NOT USED I No SCALE 18 XSH W2eleat L.L.C. TEMPLATE VERSION 3B — 07/23/2021 NOT USED I NO SCALE I 9 d I s h 5701 SOUTH SAMA FE DRIVE UTTLETON, CO 80120 joloaw GPD GROUP, INC.' 520 South Main Street, Suue 2531 Atren,01-44311 330.572.2100 Foe 330.572.2101 nnqum ♦.yw.,rox•4+unw..Rn.n v.ruer—wuw...raemwttwi.b..aw: i TSTEVEN P.SCHAUB p0 r3' 202222urw. x..a.. 50126 IT IS A MtAVOh OF U FOR AW PERSON. .720£55 1NEY ME ACING UNOFA THE OIRECTON OF A LICENSED PRCIESSgW1 ENGMEER. TOTER T1Is COLIYEF.. DRAWN EY: CHECKED BY:APPROVED By PJM PJM MRL RFDS REV IT: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A W/10/=l 1S91m FOR ABUT 0 W/21/2W1 IIPONm PG CC1RM5 1 01/10/2M2 IPMIFD POL WI0OD4 A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 dash 5]01 SOUTH SAMA FE DRIVE UTREfON, CO 80120 Ir s A vnuTlDx a LAW IDR IHr PDnox. uxUss TIEY ARE AGIPp UNDER 1Hf pRECTIGN OF A LICENSED PRGF651GHA1 DJGNEDN, ro ALTER 116 WCDYEM. DRAWN BY: CHECKED B'i: PROVED BY: AIM PJM MRL REDS REV /: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A O/15/iYl W!m IDI R10 G a/St/ARI uoam Fa 6EIRom t a/to/xua wao ru mMWau A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE RF CABLE COLOR CODES SHEET NUMBER RF -1 ID'S PEO BLUE CRFflN WHITE WHITE WHITE dash 5]01 SOUTH SAMA FE DRIVE UTREfON, CO 80120 Ir s A vnuTlDx a LAW IDR IHr PDnox. uxUss TIEY ARE AGIPp UNDER 1Hf pRECTIGN OF A LICENSED PRGF651GHA1 DJGNEDN, ro ALTER 116 WCDYEM. DRAWN BY: CHECKED B'i: PROVED BY: AIM PJM MRL REDS REV /: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A O/15/iYl W!m IDI R10 G a/St/ARI uoam Fa 6EIRom t a/to/xua wao ru mMWau A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless LLC. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE RF CABLE COLOR CODES SHEET NUMBER RF -1 LOW BANDS (471+N28) An OPTIONAL - (N29) (NS6+N]O+H-BI ORANGE PURPLE CBRS TECH NEGATIVE SVM PORE (3 GHz) ON ANT/RRH YEl10W WH11E ALPHA SECTOR BETA SECTOR GAAMA SECTOR RED BLUE GREEN COLOR IDENTIFIER ND SCALE 2 NOT USED No SCALE 3 RF CABLE COLOR CODES NO SCALE 1 NOT USED NO SCALE 4 RF JUMPER COLOR CODING 3/4' TAPE WIDTHS WITH 3/4" SPICING ALPHA AW BETA PPH GAMW RAI LOW -BAND RRH - SUNT SVtrt PORT SWrt 5 LWI + Slsrvi SLANT PORT SV1rt 5 Wrt + 6VM J�W2 +9V4i SVM(fi00MHz N]1 BASEBWO) +(BSOMHzN26 BAND) + (]OOMHz N29 BAND) -OPTIONAL PER MARKETIED REO REOBLUEBWEGItEII!ORANGE RFD RED ORANGE OPINGEBWEBWE GREEN 41✓EIIN ADO FREQUENCY COLOR TO SECTOR BANG (CBRS WILL USE YELLOW BANDS) ORANGE ORANGE OMHGE OPNNiE GARAGE CRINGE flE0 PFD REp IBWE ii IPURPLE iii jPUfftE MID-BAUD RRH - (Aw5 flAJpS N66+N]O) A1RREPIMPLE ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW HANDS) HYBRID/DISCREET CABLES E>lMPLE t ENAYPLE 2 EXAMPLE a REp RFD RED INCLUDE SECTOR BANDS BEING SUPPORTED BLUE BWE ALONG WITH FREQUENCY BANDS CREEH CPEEt7II GP.WGE EXAMPLE 1 -HYBRID. OR DISCREET. SUPPORTS PURPLE PLL SECTORS, BOTH LOW -BANGS AND MID -RANDS ORANGE YELLOW EYAMPLE 2 - HYBRID. OR DISCREET, SUPPORTS PURPLE CBRS ONLY. ALL SECTORS FIBER JUMPERS 70 RRHW LOW BAND RRH HIGH BAND RRH LOW BIND RRH HICK BANG RRH Lax 8W0 RRH HIGH BAxO RAI LOW-&xJ0 RRH FlBER CIBLES HAVE SECTOR STRIPE ONLY RED I I I POWER CABLES TO RRHa IDLY BAEND RAI RICH BAND RRH Lax Byro HAI HIGH 8Aro PA1 VJW' BAND RRH HNi1 BAND AH LOW -BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY RED RED BWE BWE CPEIIN CAEEN PUflPIE PWiPLE PUflME RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANIF]BU 1 Ax1AlHA 1 ANfiWN 1 ANTENNA 1 Lax euro/ HIGH BAND/ v]x BwD/ xMcx ewD/ IDw BAND/ Hxx1 BAND/ w• 1N• 'xN• 5x• w• 'Ix- PED REO BWE BWE GPEQN GNEFN PURPLE PUfBIE PURPLE MICROWAVE RADIO LINKS FpAyAgp �yM{ pF 0-120 DEGREES FDRWARD AZMUM OF 120-210 oET.ttEFS FaTxum AVYun1 OF 210-aeo DEGREES LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PIOYNY 56'OIUK/ PISWO' gDOlpya PIYIR/ 9ECDILWY THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADORIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL MW RADIO. WHITE WHOE WHITE WHITE WHITE WHITE MICROWAVE CABLES WILL REQUIRE P -TOUCH PEO RED ELLE BWE 4Yr>sl GREIII LABELS INSIDE THE CABINET TO IDENTIFY THE WH11E WHITE WHTIE WHTE WHITE WHILE LOCAL AND REMOTE SITE OLW WYWw LLC. 7EDPIATE YE1i510N 38 - 07/23/1027 EXORIERMN: CONNECTION 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AB ANCHOR BOLT IN INCH 330.572.2100 Fox 330.572.2701 _x Ila` luexn •'m.aaexx.�a PM C_' ,a�Nua�wemC�, uipne...na, xe N., s�wT [R�=�,fi ABV ABOVE IM INTERIOR MECHANICAL CONNECTION ■ DRAWN BY: AC ALTERNA71NO CURRENT LB(S) POUND(S) BUSS BAR INSULATOR DOCUMENTS SUBMITTALS ADDL ADDIIIONN. IF LINEAR FEET CHEMICAL EIECTNOLYDC GROUNDING SYSTEM 8 AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NIN AFO ABOVE FINIGRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNONG SYSTEM eT A OL ABOVE GROUND LEAD. MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE Q AK: AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT GROUNDING BAR L ALUM ALUMINUM MECH MECHANICAL GROUND ROD L� ALT ALTERNATE MFR MANUFACTURER ACT ANTENNA MOB MASTER GROUND BAR TEST GROUND ROD WITH INSPECTION SLEEVE Q�T APPROX APPROXIMATE MIN MINIMUM l ARCH PRCHIIECTURAL MISC MISCELLANEOUS SINGLE ROLE SWITCH y, ATS AUTOMATIC TRANSFER SWITCH MT1. METAL Y' AWG AMERICAN WIRE GNJGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE GATT BATTER! MIN MICROWAVE �f BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BL( BLOCK NM NEWTON METERS WAG BLOCKING 140. NUMBER FLUORESCENT UGHRNG FIXTURE (2) IWO WADS 48-78 F r BM BEAM / NUMBER l_ BTC BARE TINNED COPPER CONDUCTOR NIS NOT TO SCALE SMOKE DETECTION (DC) SD BOF BOTTOM OF FOOTING OC ON -CENTER CAB CABINET OSHA OCCUPATIONAL SAFELY AND HEATH ADMINISTRATION EMERGENCE IKHNTING (DC) A GM CANTILEVERED GANG OPENING �S CHO GWiGING P/C PRECAST CONCRETE SECURITY LIGHT W/PHOTOCELL URIONIA ALXW O CLG CEILING pC5 PERSONA. COMMUNICATION SERVICES LED -1-25 A400/51K-SR4-120-M-OOBDO CLR DFM CHAIN UNK FENCE — X X X X— COL COLUMN PCU FRC PRIMARY CONTROL UNIT PRIMARY RADIO CABINET COMMON WOOD/WROUGHT IRON FENCECOMM 11 O D O CONIC CONCRETE pp POLADUNG PRESERVING13 PSI POUNDS PER SQUARE POOR WALL STRUCTURE OONSTR CONSTRUCTION DBL DOUBLE PSI POUNDS PER TED DCH AREA FA - - - - - - - - - - - - - Pf PRESSURE TREATED CURRENTDO DIRECT PROPERTY LINE (PL) _ _ _ _ _ _ DEPTDEPARTMENT PWT CABINET OIY UANTL QUANTITY QTITY SETBACKS _________________________ OF DOUGLAS FIR RAO RADIUS DM DIAMETER ICE BRIDGE DIAD DU,WNAL RECT RECTIFIER CABLE TRAY DIM DIMENSION REF REINFORCE WATER UNE - W W W W W - DWG DRAWING RE1NF REQ'D REQUIRED MENT REWIRED DWL EL UNDERGROUND POWER — UCP - UGP - UCP - UCP - UCP — G EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO — LOT - UGr - UOT - UGT - UGT — EC UECTRICAL CONDUCTOR RF RADIO FREQUENCY OVERHEAD POWER —DLP—OHF—OLP OKP— EL ELEVATION RMC RIGID METAWC CONDUIT UEC ELECTRICAL RRH REMOTE RADIO HEAD OVERHEAD TELCO —aT aIT-DR—DIT— Pill REMOTE RADIO UNIT BUT ELECTRICAL Mi TUBING UNDERGROUND TELCO/POWER — UGT/P — UCT/P — UGT/P — UGT/P — ENG ENGINEER RAY RACEWAY EO EQUAL SCH SCHEDIREBHT ABOVE GROUND POWER — ACIP — ACIP — ACIP — ACIP —IDP SHEET EXT EXTERIOON ABOVE GROUND TELCO _ALT — AGf — AGT — ACf — AGf EXT' EXTERIOR SMD SIAARf INTEGRATED PDCE55 DEVICE ABOVE GROUND TELCO/POWER — AGT/P — ALT/P — ALT/P — AGY/P — EW EACH WAY SIM SIMILAR FAB FABRICATION SPEC SPECIFICATION WORKPoIM W.P. RO SQUARE FF FINISH FLOOR ^/\ FI FINISH GRADE SS STSTEEL SECTION REFERENCE SN STANMDARDDARD X—X FlF FACILITY INTERFACE FRAME U kD) ST. STEEL TEMP TEMPORARY FL FLIT AOR FlLOOR FFIN INK THICKNESS DETAIL REFERENCE X—X FON FOUNDATION IMA TOWER MOUNTED AMPLIFIER FOC FACE OF CONCRETE POM FACE OF MASONRY IN TOP NAL FOS FACE OF SND TG TOP OF CUR ENNA TOC 70P OF CURB B POW FACE OF WALL FS FINISH SURFACE RTF TOP OF FOUNDATION TOP TOP OF PLATE (PARAPET) Fr FOOT FTG FODTING RIS TOP OF STEEL CA GAUGE TOY/ TOP OF WALL GEN GENERATOR TVSS TRANSIENT VOLTAGE SURCE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL GLH GLUE LAMINATED BEAM UG UNDERGROUND GLV GALVANi UL UNDERWRITERS LABORATORY CPS GLOBAL POSITIONING SYSTEM UNIT UNLESS N07ED OTHERWISE CND GROUND UMTS UNIVMSA. MOBILE TELECOMMUNICATIONS SYSTEM GSM GLOBAL SYSTEM FOR MOBILE UPS UNGERRUPTIBIE POWER SYSTEM (DC POWER PWT) HOG HOT DIPPED GYVMIZED NF VERIFIED IN FIELD NOR HEADER W WIDE HGR HANGER W/ WITH HVAC HEAT/VENTRATON/AR CONDITIONING WO WOOD HT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING WT III LEGEND IISH Whole LLC. TEMPLATE VERSION 3B - ABBREVIATIONS d.*sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.- NC-520 520South Main Street, Suite 2531 Akron.0H44311 330.572.2100 Fox 330.572.2701 _x Ila` luexn •'m.aaexx.�a PM C_' ,a�Nua�wemC�, uipne...na, xe N., s�wT [R�=�,fi w Cf OGHSU99 HEKS wneA1/10/2022uanux�mu..51499 R Is A MOTOR OF V.W FOR MY PERSON, UNUMS THEY ARE ACTING UNDER ME DIREC110N OF A LICENSED PROFESSIONLL ENGMFEA, TO ALTA THIS DOCUNLM. DRAWN BY: CHECKED BY:APPROVED BY: AJAR I PJM MRL REDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 00/15/G021 BARD FOR RflV 0 0/21/2OY1 UPMRD PEX OVLRENIS 1 01/11 UppVID PEA CpYM4 A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NIN ANDOVER, MN 55304 SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN -1 SITE ACTIVITY REQUIREMENTS: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CUMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CUMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL„ FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE AIO.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE AIO.48 (LATEST EDITION) AND DISH Wireless LLC. AND TOWER OWNER STANDARDS, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. ALL SITE WORK TO COMPLY WITH DISH Wireless LLC. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' S. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION, 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRIVING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABIUZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GENERAL NOS; 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER:DISH Wireless L.L.C. TOWER OWNER:TOWER OWNER 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF UFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. d1sh w� CIQJS- 5701 SOUTH SANTA FE DRIVE LIRLETON, CO 80120 ,,o A WW GPD GROUP, INC.' 520 South Main Street, Suite 2531 Akron, ON 44311 330.572.2100 Fox330.572.2101 cam, meIKR�ERS 1.o`Rnnnw n,AII10Q022O -rv,.m Sjo" R IS A MOLARON OF LAW FOR MY PERSON, UNLESS THEY ARE MING UNDER THE OIRECIION OF A UCBSED PROFFSSONLL ENGINEER, TO &:rm NIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: AIM I AIM MRL REDS REV if: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0s/10/m1 IssRO m even, 0 m/st/mt warm PER crose 1 01/10/2= warm FER muHrim A&E PROJECT NUMBER 2021724.75.878465.02 DISH careless LL.C. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 CONCRETE. FOUNDATIONS. AND REINFORCING STEEL 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST—IN—PLACE CONCRETE. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE—THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER—TO—CEMENT RATIO (W/C) OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS 'B' TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: #4 BARS AND SMALLER 40 ksi #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER 2" • #5 BARS AND SMALLER 1-1/2' e CONCRETE NOT EXPOSED TO EARTH OR WEATHER: e SLAB AND WALLS 3/4' • BEAMS AND COLUMNS 1-1/2' 7. A TOOLED EDGE OR A 3/4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. d.*sh te 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC. - 520 South Main Street, Suite 2531 Akrnn,OH44311 330.572.2100 Foz 330.572.2101 e" ipM3n�R�EFS —11102022uem—,t-..51499 R IS A MOUTON OF rN FOR MY PERSON. UNLESS TIEY ME ACING VNOER TlE DIREMN OF AUCFNSED PRORSSNNLL ENGINEER. TO &TER MIS DOCUMEM. DRAWN BY: CHECKED BY:APPROVED BY: PJM AIM MRL RFDS REV. --- CONSTRUCTION DOCUMENTS SUBMIFTAI.S REV DATE DESCRIPTION A O0/te/2RI BARD FOR REkE1E D 00/21/ml IIPDSTFD RR COMIR2TIe 1 Oi/10/AE IIPp11F0 PIX COYIR2115 A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -3 GROUNDING NOTES_ 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH USTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLD TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. S. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLD TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90 BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45! BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (t.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALUC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALUC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METAUJC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSIOONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. ELECTRICAL INSTALLATION NOTES' 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL. STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). K:e 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. B. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHKW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW. THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUCT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. UQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TRE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE UNES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPUCABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless LLC.". 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. dash wh 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 40104K GPD GROUP, INC 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 ,FN..F„ (,-:� ,.-.I-..out m.eYnu. a..w ., �w_..,x.u.i +w.aue•n�ew x,»�L' STEVEN SCCHA_U B Nu. li1012022ua N,m,:50426 rt IS A MOusoN OF IAW MR MY PERSON. UNUSS THEY ARE ACTING UNOEA THE DIRECTION OF A UCFNSED PROFESSKA l ENGINEER, TO ALTER ME DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM I AJM I MRL RFDS REV: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A W115/1R1 IswEe FOR RE4mT 0 011/I1/m21 IIPeeFD PEP GDIeCNs 1 01/tWiMmt IlPeem m COYIEHRI A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TIRE GENERAL NOTES SHEET NUMBER GN -4 z _s A TOWER SITE 1 N 1n1H ave nv vFIIL I Y,NvrgT To SULP OWNER INFO: OWNER: WALTER A. JOHNSON TAX PARCEL ID #:16-32-24-23-0002 ZONING: Per city of Andover zoning map, property is zoned Industrial. FLOOD NOTE: This property is located In Zme "C" of Flood Insurance Rate Map, Community Panel No. 270689 0010 B, whch is an wee of"minimal flooding". TOWER LOCATION: The center of the taws is 189.4'+/ - FIRM the north line of the parent parcel and 185.9'+/- from the east line of the parent parcel. 0 100 200 GRAPHIC SCALE IN FEET • DENOTES MONUMENT FOUND (AS NOTED) O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET WITH PLASTIC PLUG INSCRIBED WITH "43809" AREA SQUARE FEET ACRE A PARENT PARCEL 1 5.03 AS -BUILT SURVEY TOWER EASEMENT .......... 5 LINE OF THE N 2106.01 FEETN I vC 0.11 C TOWER COMPOUND IN SECTION I6, 0.05 OF THE SINIA OF THE NWI/4 A ACCESS AND UTILITY EASEMENT 7,765 0.18 OF SEC. 16, T32, R24. !+ %, I TOWNSHIP 32 NORTH, RANGE 24 WEST F i+ FCR: GRO.vNfJ6RE SITE: WALTER JOHNSON PROPERTY I/2" IRON BUN: 878465 C ADDRESS: 3017 161STAVENUE NW \�i n tA♦ V ANDOVER, MN. 55304 ,C\�'�� E e `_ ANOKA COUNTY 000g� ................................................ PARENT PARCEL..., -::::....i ,.. "x510 T00.1NGDON'NAY, SURE 300, CHMLOTTE NC 222 N4TIONpL SURVEY SERVICES COORDINATION 6Y'. (J♦ :' TOWER EASEMENT.,_N89-37' E1 TOWER ......... .. ../'n/� G E -L I N E X� I ..................... ....230.1 .......... -_........ 3. -` SURVEYING INC. rvc no P.O.B...•OF TOWER p C, n PARCEL IWO NW 104MTevaca. SuteA axN,a.FL32615 Office (386) 4180500 Fax (3881462 1 rC °o © e an ` ...E LINE OF THE V•MWOECUN5NCCOM /� __ 188.24 SWl/40F THE SURaEY ITORR PERFORMED BY', \� P.O.B. OF ACCESS _...... ; NWI/4 Of SEC. 16, UTILITY EASEMENT89-37 •4"W 1 1 589 3734'W 160.92 T32, R24. 589°3739 W' I i 2226E St Cloud Office -SO 134.76 3nv2n Sheer °awl 70.00 I SxM CIwtlI4l 55111 FE ONE OF THE E461 I rime: 3?0_SIJ553 Fax 3A151Lbz FEET OF THESWI/4 i -I 'ACCESS &IJRLIIY wers'�ce,.Av".slartx <an StBNtEC OF THE NWI/4 OFD �' 1 O I 1 E ASEMENT m vuwusv: vas asam Bx TDL xO YnxaiuD SEG 16, T32, R24: •••..........15.00 SURVEYOR'S NOTES F I ° -.S1933'10"E 33.73 I. BISIS (f BEWLNG, hE E45T LPfff TESN (LVRIER NaO 15.00 �TFss.I�SATssEi9cG_Arnpn>mcOsarow 9vzpn+mIFN waAASETn. 1. EPFCJ T oz `/SJ50°56'33"E 77.Ot .......N LINE OF ANOKA F��'z u+RERacDInIUTIEsurllTIES er,tl piE LIMITED TOMD LFE CEP(es&VED EVILCi CE RIGHT OF WAY LINE CO. HWY. ROW wLY. 15,00- I j- PLAT NO. 20 3.0954Rl YCrFS NOT R®FESEm ABO DiRY 9-PYEY -- SE CORNER OF TqE. OF rle PaREW PAaOa.. RIGHT OF WAY MONUMENT 1/2"IRON W/CAP SW1%4 OF THE 4. qy VISIBLE TONER EQnrMEVT xO P+rRa WTS ME #18420 NWI/40F SEC. 16, eo-rtalvmwlTFONr.EceveleED reFa nKICK CO. Fi��`(. ROW PSI Ax Kr0. �V OF TO RPAREL24 ER PARCELr — — — — L_ — _ _ _ __ _ _ _ _ _ _ TTO�W _ X..IESS EASEMENT). "01'kIT \/ ST ATCC Ain [.111L IAEA\/ kl^ 11\lf�Y14"+I .)^ VVVIYI I vIrLIL nIV IYV. �V SURVEYOR'5 CERTIFICATION I I-EItEBY CERTIFY TO CRC%VN US11E HOOD P6lPllC NATIO•UY TIRE NSL/XE OO`P Y. AREA SQUARE FEET ACRE A PARENT PARCEL 219,185 5.03 B TOWER EASEMENT 4,900 0.11 C TOWER COMPOUND 2,314 0.05 O ACCESS AND UTILITY EASEMENT 7,765 0.18 LEGEND P.O.B. :POINT OF BEGINNING. P.O.C. :POINT OF COMMENCEMENT. ----O-----o— :6 FOOT CHAIN LINK FENCE. xC I T Y 0 F NDOVE 6bq^ 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City FROM: Michelle Hartner, Deputy City SUBJECT: Approve Precinct Boundaries and Polling Locations DATE: March 1, 2022 INTRODUCTION The State Redistricting Plan was approved February 15, 2022. As a result of this plan, the City has been divided into three legislative districts — 31 A, 31 B & 35B. DISCUSSION The City has until March 29, 2022 to approve the precinct boundaries and polling locations. Attached is the current map showing precinct boundaries and a map depicting the new boundaries being proposed, based on discussion at the February 22nd Council Workshop. To avoid having a precinct within two legislative districts new boundaries are being proposed for Precincts 3, 5, 6, 7, 8 and 10. ACTION REQUIRED The City Council is requested to adopt the attached resolution establishing precincts and polling locations. Respectfully submitted, Michelle Hartner Deputy City Clerk Attach: Resolution, Current Precinct Map, and Proposed Precinct Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RESOLUTION NO. RO-22 A RESOLUTION ESTABLISHING PRECINCTS AND POLLING PLACES WHEREAS, the legislature of the State of Minnesota has been redistricted; and WHEREAS, the voting precincts in the City must be reestablished after the legislature has been redistricted; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover, Anoka County, State of Minnesota that: 1. The City be divided into ten voting precincts effective with the August 9, 2022 State Primary Election, and 2. That the boundaries of the precincts are hereby established pursuant to Minnesota Statute 20413.14, subdivision 3d, and 3. That the polling places of the precincts are hereby established pursuant to Minnesota Statute 204B.16, and 4. That such boundaries and polling places shall be as follows: Precinct 1 All that area south of 181" Avenue (CSAH 58) from Round Lake Boulevard (CSAH9) west along 157th Avenue (CSAH 20) to County Road 7, north to 159th Avenue NW and west to the Rum River. Polling Place: Hope Lutheran Church 16180 Round Lake Boulevard NW Precinct 2 All that area west of Round Lake Boulevard (CSAH 9) to the Rum River, south of 157th Avenue and north of Bunker Lake Boulevard (CSAH 116). Polling Place: Grace Lutheran Church 13655 Round Lake Boulevard NW Precinct 3 All that area south of South Coon Creek Drive east of Round Lake Boulevard (CSAH 9) to Coon Creek north of Bunker Lake Boulevard (CSAH 116); and all that area north of 133`d Avenue east of Round Lake Boulevard to Coon Creek and south of Bunker Lake Boulevard. Polling Place: Riverdale Assembly of God Church 3210 Bunker Lake Boulevard NW Precinct 4 All that area west of Hanson Boulevard (CSAH 78) , north of Bunker Lake Boulevard (CSAH 116) and south of Andover Boulevard west to Crosstown Boulevard (CSAH 18), and all that area south and east of Coon Creek, west of Crosstown Boulevard and north of Bunker Lake Blvd. Polling Place: Crooked Lake Elementary School 2939 Bunker Lake Boulevard NW Precinct 5 All that area east of Round Lake Boulevard (CSAH 9), south of 16151 Avenue (CSAH 20), west of Nightingale Street and Crosstown Boulevard (CSAH 18) to south of the centerline of 148th Avenue to the centerline of Jay Street, south of the centerline of 140 Lane to Hanson Boulevard (CSAH 78), north of Andover Boulevard to Crosstown Boulevard, north of Coon Creek and north of South Coon Creek Drive. Polling Place: Andover Christian Church 16045 Nightingale Street NW Precinct 6 All that area south of 181' Avenue (CSAH 58) to 16111 Avenue (CSAH 20); west of University Avenue to Round Lake Boulevard. Polling Place: Prairie Oak Community Church 1657 -161St Avenue NW Precinct 7 All that area south of 16151 Avenue (CSAH 20) to Crosstown Boulevard west of Prairie Road and 157th Avenue east of Prairie Road, west of University Avenue to Nightingale Street. Polling Place: Andover Community Center 15200 Hanson Boulevard NW Precinct 8 All that area south of Crosstown Boulevard and 157th Avenue to Andover Boulevard, west of University Avenue to Hanson Boulevard, to the north of the centerline of 148th Lane to the west of the centerline of Jay Street, to the north of the centerline of 148th Avenue to Crosstown Boulevard (CSAH 18). Polling Place: Andover Community Center 15200 Hanson Boulevard NW Precinct 9 All that area lying west of University Avenue to the railroad tracks, south of Andover Boulevard and north of 133d Avenue. Polling Place: Bunker Hills Activity Center 550 Bunker Lake Boulevard NW Precinct 10 All that area lying west of the railroad tracks, north of 133d Avenue, east of Coon Creek, and south of Bunker Lake Boulevard (CSAR 116). All that area south of Andover Boulevard east of Hanson Boulevard (CSAH 78) to the railroad tracks north of Bunker Lake Boulevard. Polling Place: Andover Elementary School 14950 Hanson Boulevard NW Adopted by the City Council of the City of Andover this 1" day of March 2022. CITY OF ANDOVER Attest: Sheri Bukkila - Mayor Michelle Hartner-Deputy City Clerk C 1 T 1' U 1,^ NDOVE ELEIIESI 1 S D 1 1 C T R 1 R E S l 1. 0 II 1: R S R/ R 11 S I R 1-F S i Incorporated 1974 I, I1 11; CURRENT fll- J 1TJARDr I' I J_ PRECINCT 1 i M A P URCH J 6 II (� % l fAMNUNT"GHUflG - Z, d, e j� o-i govex CHURCH CH t � ��)) �.% Precinct 1 Hope Lutheran Church 0 0.25 0.5 1�-�� �! f 5 ll 16180 Round Lake Boulvard NW (763)421-8434 Miles t Precinct 2 Grace Lutheran Church 13655 Round Lake Boulevard NW, (763) 421-6520 Ma Date_ J L P February, 2014 a - _.- ) ,„a „ Precinct 3 Riverdale Assembly of God Church 3210 Bunker Lake Boulevard NW (763) 421-8080 L E G E N ' r � Crooked Lake Elementary School Precinct 4 2939 Bunker Lake Blvd NW 763 506-2100 Lots/Parcels m Locations Pollingtreet II, , Andover r hn ale Church Andover Christian Church PfeCIflCf $ Nightingale 763 755-2537 ( ) Water PrecinctA as Parks Prairie Oak Community Church Precinct 6 857 161stA enue NW (763) 434-8181 One (1) Right of Way i r Q 5I �'' Two (2) 11 amu' a Andover Community Center _ Three (3) 41. � `Q "� ,� �—_ i' Precinct 7 uzaa Hanson Blvd (7si) 767-5100 Andover Community Center - Pour (a) 3 Five (5) `� — y� I' c moo- r✓' Precinct 8 5200 Hanson Blvd (763) 767-5100 Six (6) �1 irr �� I„ �L E L/ Bunker HdIs Activity Center Precinct 9 550 Bunker Lake Boulevard N W Precinct (763) 757-3920 LI Seven (7) Eight (8) souflces: Nine (9) e e : o]I - 10 - Andover Elementary School Boulevard N Precinct 10 14950 HansNW ^N oso Ten (10) k y r 19 (763)506-1700 „wTw,.a T 1-u C I 'f Y U 1 NDOVER Incorporated 1974 PROPOSED Andover Precinct Map .�',uary 2022 • Polling Locations 0 Proposed Changes Q House Districts Boundary Waterbody Q City Limits Proposed Precinct Areas ONE (1) TWO (2) JI THREE (3) FOUR (4) FIVE (5) SIX (6) - SEVEN (7) - EIGHT (8) - NINE (9) ® TEN (10) ..n �z �nteMed e arly wiM gmde fA Ue data. e dalda, mase m features .:represent �.-the"the ssum ory assum aes rw liadliry O 0.5 1 MI@5 for any errors m I I oomissions M am tb: H tGU �AOr44ny,Pro¢RS <Jin:n ara4o + -. evnV'I rC5.R4 n(11aG+dOrR - D• N --- 3, a L. _ �J0� 2 �ty-REEK-6G.----\ - f 4 Z 3 Ap. m y • O Ll \ �s 2010 Population 2020 Population P-1 3220 3221 P-2 3070 2989 P-3 3594 3585 P-4 2840 3094 P-5 3421 3833 P-6 2286 3070 P-7 2785 3025 P-8 2754 3056 P-9 2855 3146 P-30 3762 3625 - EIGHT (8) - NINE (9) ® TEN (10) ..n �z �nteMed e arly wiM gmde fA Ue data. e dalda, mase m features .:represent �.-the"the ssum ory assum aes rw liadliry O 0.5 1 MI@5 for any errors m I I oomissions M am tb: H tGU �AOr44ny,Pro¢RS <Jin:n ara4o + -. evnV'I rC5.R4 n(11aG+dOrR - D• N --- 3, a L. _ �J0� 2 �ty-REEK-6G.----\ - f 4 Z 3 Ap. m y • O Ll \ �s Cooked,; •MENE11111110 !iInVL O.na crWit ,viola courtr 66 LYII, rw r 9 f l O Cooked,; •MENE11111110 !iInVL O.na crWit ,viola courtr 66 LYII, rw ted' 9• 1686 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Administrator's Report March 1, 2022 Administration & Department Heads present at the meeting will provide a brief verbal update on various items of interest to the City Council and to the residents at the meeting. Listed below are a few areas of interest: 1. City Department Activities 2. Update on Development/CIP Projects 3. Meeting reminders Upon receipt of the meeting packet, if a member of the Council would like an update on a particular item, please notify me so an adequate update can be made.